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401 Towne Center - (NO PERMIT #) (UNITED ARTIST THEATHER) (NEW COMMERICAL) (INSPECTION REPORT) DOCUMENTS1 SUBDIVISION: ZONE -DATE PERMIT' # LOT NO. CONTRACTOR BLOCK: JOB ADDRESS SECTION: PHONE # COST $ SQUARE .FEET: LOCATION FEE $ MODEL: OWNER STATE NO. OCCUPANCY CLASS: ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: FEE $ FEE $ FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing March 7, 1996 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-15 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 February 10, 1996, through February 24, 1996. 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: th 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: March 7, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-15 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Brian Hammer EARTHWORK 02200 Work in this area is complete. No further inspections are anticipated. CONCRETE REINFORCEMENT 03200 Work in this area is complete. No further inspections are anticipated. Awaiting written confirmation from Engineer of Record for SIL NO. 2, 4 and 5. CAST IN -PLACE CONCRETE 03300 Work in this area is complete. No further inspections are anticipated. UNIT MASONRY 04200 Awaiting > disposition of SIL Nos. 2, .4 and 5 STRUCTURAL STEEL 05120 1) Reinspected structural steel connections as field corrected. Final tightening of bolted connections and final welding of bottom chord bracing are complete. Awaiting Engineer of Record response to open items from Engineer of Record letter 6, 7 and UES SIL Log. SUBMITTALS RECEIVED None j Project No.: 18341-001-01 T Date: March 7, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-15 SPECIAL INSPECTION LOG Added: None Resolved: None Outstanding: 5 Reviewed By, Warren J. Deatrick, P.E. - Florida Registration No. 1316.'5 WJD: th Special Inspector No. 0745 Project No.: 18341-001-01-T Date: March 7, 1996 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, East wall No. 26 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster North and south of Columns No. 41 Lap splices WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Wall Mezzanine: west and south in. vs. 1/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: J N iTu) A (zTlsis Tt I EF QE&5 CONTRACTOR:y CC. MIX DESIGN: P - 3 o (,-T z MDAY DESIGN STRENGTH: 3000 PSI PSI r COMPRESSIVE STRENGTH LOG SHEET NO.: / A Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7 Day 28 Day 28 Day to-6-5Y Foy DAT'ak' N RN CA To O' 3 v 36Z7. fy'l y 6 J S 1= o Rn E R to '' vJ 5 53 1--/ tiL-1 7 3 10-II -S rcwnl10ATltrd 5 V4 Qp g N F P, Tn 2-S' S" Z73 L/S/oi yya3 Iv -I(. -5 ' COL rCGuNO. 0 6 I o 5" Soy Go GI r i o S" 30`73 ySl a t-/1-1s9 l I r G 7, GG C Z- S" J 1 Fry 15,;a 6 9 1-/) s8- l - 16- % I SIqb51ro W rn r. 7 9?1 3 89 ;L J li- - y5 SI h l 7 b6 0- rGn .:) L Li.s J/ / i cyG s0 3u75/ a L/ l2 /- 9S o( 12 99 3 i UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • C4otechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: ROJECT: iJ i'fCr..Q .' . t; h e fT t- ONTRACTOR: V CC, NIX DESIGN: 26-DAY DESIGN STRENGTH: JC-CO PSI COMPRESSIVE STRENGTH "LOG SHEET NO.: / 15 com UNIVERSAL ENGINEERING SCIENCES, INC. Sclu,o" • GootechrOcal6wkmerNw T?W**how Inapettiort • C xw&ucVon Mate+laH TetUng REGISTERED ENGINEER UCENSE NO.: PROJECT: —u,,'tec.4 A rt S h COMPRESSIVE STRENGTH, LOG CONTRACTOR: V C, L MIX DESIGN: 9'S CJ 28-DAY DESIGN STRENGTH: 30G0 PSI SHEET NO.: z EaUNIVERSALENGINEERINGSCIENCES, INC. Envbmr arttat Schwa • G•otechnical Engln•ering 7T eshok kmWoct/on • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: UvW d A rfiJS is CONTRACTOR: VCC- MIX DESIGN: z L-/0CI`'1 G- 28-DAY DESIGN STRENGTH: 3 Cri O PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Date Poured Type Par Location Slump in.) Ak Comn essivve Strormat Comments 7 Day 28 Day 28 Day IV. , 11 _—T l-lv ys F.11 C.11 IV F 11 .2nel , --r" 2'' p 33 S 1I'13- 5 Ccl/ I= Enloe Tes 5.W4/ nc0 /,'=T 5 /a oGCj 4105a US lCcli S.F. T S ' i, n,./ + - v08-7 li-G-95 L J I F,'lrc:ell w«r cIr jVr,111c,X 1"LI l 'T' AIL t> 2„ 1)D6 c 73 v n-as' `7s ll Ce1I Cor„crT so-V,/. G a 56,5. Tn-jC'T 7-S" 3 +9 j/'3 13G,7 J c'l n 5,e- c>.TSr.wci o.e„vr -1 7 366/ 39,161 3%3 EBUNIVERSALENGINEERINGSCIENCES, INC. b**WwwWd Se/arota • Off! I5V*wwbV` vedxw kwpocom • Comhnecdon k9osaerlals Tooft REGISTERED ENGINEER LICENSE NO.: ROJECT: Ll)n i tej 'rr't';5ts T1,ec,tcr 3ONTRACTOR: V G G MIX DESIGN: 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG SHEET NO.: UNIVERSAL. ENGINEERING SCIENCES, INC. em*cnffm" fcowoom • 000ftdw lcAl &Vkworkv 7lr *Wpocmm • cww&wctbn Natwisfs T"wv REGISTERED ENGINEER LICENSE NO.: ROJECT: l/ vl i tP rT sl-S I e c ficr ONTRACTOR: V C c SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION t DEPTH BELOW MATERIAL SURFACE (FT.) TESTED TEST RESULTS ya % (y max.) COMMENTS PCF) [Required Obtained ID1.5 9.9 D"l.j C,/. 17-3s- I 103.-a 7,% y, — IN -SITU DRY DENSITY ya max.) MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 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: February 14, 1996 Inspector: Brian Hammer STRUCTURAL STEEL 05120 Reinspected structural steel deficiencies noted in UES Special Inspection Log and Rose Engineering letter dated 12-18-95. Rose Engineering Letter 1A. Columns: No. 23 and No. 55: Elev. 27'-9" Stiffener plate installed Welded 3 sides per Addison Steel Shop drawings (1/4" x 3") Awaiting approval from Engineer of Record for weld size and length 10. Columns: Project Joist girder welded to column caps where bolts are missing ('/4" x 4") Awaiting approval from Engineer of Record for weld, size and length 1 C. Columns: Project Bottom chords of the joist and joist girder are now extended and welded to the stabilizer plates as shown on Addison Steel Shop drawings 1 D. Columns: Project Stabilizer plates have been relocated to the desired location per Addison Steel Shop drawings Weld size '/4", Length 100% 1 E. Columns to Joist: Project Welding of bottom chords to stabilizer plate has been competed, per contract drawings 2A. Columns: North and South Walls: Elev. 10'-0" to 20'0" 3/ 4' expansion anchors have all been installed. Depth of embedment can not be determined. Contractor has stated that embedment complies with contract specifications. Awaiting Engineer of Record's decision. 1 of 3 Pages Project No. 18341-001-01 T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 2B. Columns: North and South Walls: Elev. 10'-0" to 20'-0" Clip angles have been installed. Angles were welded to the tube column with a'/4' weld, 100%. Angle size was increased where column centerline to masonry wall dimension exceeded 4". 3A. Joist Bridging: Project: Roof Level Contractor has now located uplift bridging in the nearest proximity to the first bottom chord panel point. 3B. Joist Bridging: Project: Roof Level Top and bottom chord bridging has been relocated adjacent to duct work, as indicated on framing plans. 4A. Support framing: Project: Roof Level Framing for R.T.U. curbing is in -place. 48. Support framing: Project: Roof Level Deck supports for R.T.U., ducts, fans and downspout openings have been installed. 5A. Joist Girders: Project: Elev. 24'-3" to 27'-9" Bottom chord bracing 2" x 2" x 3/16" has been installed. Field welding 1/8" all around is complete. 5B. Joist Girder: Project: Elev. 24'-3" to 27'-9" Bracing is installed per joist girder manufacturer's requirements. 6A: Pilasters: Auditoriums No. 102 and No. 101 3/ a" expansion anchors are, in -place for C6 x 8.2 channel. 6B. Pilasters: Auditorium No. 109: Roof C6 x 8.2 channel is anchored and welded as specified. 6C. Pilasters: Project: Roof A 2" x 2" x'/a" has been added to the top flange and vertical leg of joist top chord 7. Vaulted Roof: Lobby: Elev. 27'-9" Still requires verification. 8A. Columns: Project: Elev.100'-0" Double nut can not be verified. Nuts are inaccessible. 8B. Columns: Column No. 38: Elev. 100'-0" Report No. 23 on 12-26-95, 2 anchor bolts were welded to the base plate. 2 of 3 Pages Project No. 18341-001-01T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 8C. Columns: Column No. 26: Elev. 100'-0" Report No.. 23 on 12-26-95, anchor bolt welded to the base plate as required. 9A. Welded beam connections: Canopy and Mezzanine: Elev. 10'-0" to 18'-0" A 3" x 3" x '/4" angle was welded to the beam web with 3/16", 100%. 9B. Beam: Mezzanine: Elev.10'-0" Cover plates were provided. Weld size 3/16", 100%. 10. Bar joist: Column No. 54: Roof Self tapping screws are in -place as specified. Spacing 6" on center for 15'-0". 11. Not a threshold item. 12. Columns: Project: Elev. 100'-0" Awaiting structural review results. SPECIAL INSPECTION LOG SIL NO. 2- Pilaster: North and South of Column No. 41: Lap splices SIL NO. 4- Wall: North and South emergency exits: Missing rebar SIL NO. 5- Wall: - North and, South emergency exits: Rebar..added SIL NO. 6 - Floor: Mezzanine: Anchor bolt size SIL NO. 7 - Footing: North lobby: No concrete testing Awaiting final resolution from Engineer of Record for the letter and SIL items. WJD: th Attachments Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Rose Engineering Letter (4 sheets) UES SIL Log (1 sheet) 3 of 3 Pages L = C — =i — _ = l•J E Li I — — = r I r•1 I=, i_i E Z t J i:: R'RosE ENGINEERING ASSOCIATES, ]INC. Consulting Structural Englnoors TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Theatres Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON:,- December 18, 1995 P . LD 2 Pr.;Cp1I.t: J;n C. Ao..". P.E. Lomy Tumu J,.. P.E. Thomas k Jac, 41or PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratsina Construction Company ITEMS OBSERVED: Erected in -place structural framing. l , STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full height. B. Majority of structural steel framing in -place. Erection •incomplete at lobby; store front, and covered entry. C. Majority of roof (complete with decking, rigid insulation, and topping) in -place. Metal deck anchorage and etc. not exposed to view. D. No encasement of column bases; Base plates exposed to view. E. Metal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, B, & C/S10 and Detail B/S5A) A. Noted no stiffener plate under joist girder bearing seats (i.e. Columns #23 455). Contractor shall install stiffener plate per Contract Drawings. Post Office Box 6703 • Dothan, Alabama 36304.0703 - 2157 Denlon Road 36303 • (334) 794-0792 - FAX: (334) 794.0417 I I •1 1 i :- I Const. Rev. - U.A. Seminole December 18, 1995 Page Two B. Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or joist girder bottom chord. Contractor shall provide stabilizer plate at proper• location. E. Reminded contractor to weld all bdttorn chords to stabilizer plates in accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/S7: A. Noted anchorage of columns to wall was incomplete. Contractor shall provide anchorage in accordance with Contract Drawings.' B. Noted locations where dimension from centerline of column to face of i CMU wall was greater than 4". Instructed contractor to increase clip angle size (leg dimension and thickness) as required. 3. Joist bridging interrupted by R.T.U. ducts: A. At uplift bridging at first bottom chord panel points, contractor shall locate bridging as near as possible to first bottom chord panel point. B. At Interior bridging locations, top and bottom chord bridging shall be installed at each side of R.T.U. as indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations - (Reference Details A'& B/S8): A. Noted location where no framing in -place at perimeter of R.T.U. curb. Contractor shall install framing as required. B. Noted locations where no deck support framing was in place at roof i openings (i.e'. R.T.U. ducts, fans, downspouts, etc.). Contractor shall install deck support framing in accordance with Contract Drawings. Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of roof-gi der beams and joist girders - (ReferenceSections3 & 4/S9): A. Noted no bottom chord bracing in -place. At g44er beams, contractor shall provide angle brace 2"X2"x3/16" from joist to bottom flange of beam. . Field weld angle brace to joist and steel beam with 1/8" fillet all around. B. At joist girders, contractor shall install bracing in accordance with the joistgirdermanufacturer's requirements. 6. Reference Section 2/S9 - Noted the following conditions: A. No anchorage of C6X8.2 to pilaster at Aud. #101 & #102. B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist is not inaccordancewithContractDrawings. Advised contractor to add clip angle2"X2"X1/4". Field weld clip angle to top flange and vertical leg of joist topchordandtoverticalfaceofbraceangle. Also, the brace angle should be located at approximately the center of pilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 andSection6/S9): Noted'both ends of beams and scissor joists field welded- and/or bolted to supporting beams. No sliding connection provided. Requested contractor to provide connections in accordance with Contract Drawings. Advised any fieldprovidedholes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6/S7): A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract Drawings. B. At Column #38, two (2) anchor bolts had been cut of t Y2" above base plate. Advised contractor to weld exposed anchor bolt to base plate allaround. C. At Column #6, contractor shall weld cne (1) anchor bolt to base plate allaround. Const. Rev. - U.A. Seminole December 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring, concrete encasement around column base. 9. Reference - Roof beam to beam bolted connection: A. Noted locations where holes were burned in beam web for proper alignment of beam. Advised contractor to weld connection angles to beam web with 3/16" fillet all around. B. Noted one (1) location where holes were burned in beam web but were not used. Advised contractor to provide minimum four (4) inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed web thickness, and be welded all around with 3/16" fillet. 10. Noted one (1) roof joist where roof deck did not appear to be welded to joist. Joist located near Column #54; length of in question anchorage t 13 feet. Advised contractor that self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. 11. At metal wall studs in -place, no metal stud bridging was installed. -Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Reference - Anchor Solt Projections: At manyaocations, the anchor bolt projection was observed to be excessive. ,Bolt projections of 3-1/2" above the top of column base plate were toted; therefore', the projection above top of footing would be 5-3/4". The anchor bolt setting detail indicates anchor bolts to have a four (4) inch projection above top of rooting. bolt embedment in concrete footing is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to. evaluate the significance of reduced bolt embedment. Please advise if this office is to perform such a review. Leroy Tu er, Jr. Rose Engineering Associates, Inc. APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA I DATE 'O-9 PERMIT NO. To the Building Official: The undersigned hereby applies for a permit for the following described work: OWNER ADDRESS NATURE OF WORK bTz UN ii-Ez> AizT sT5 it AEATE2 LEGAL DESCRIPTION Z7 1930 SLW O100 OC 00 TbTA-,D. o APPLICANT'S NAME MEUTzETT SIGN APPLICANT'S ADDRESS 4a" ga WkSkk6UjZ 4 7-D. MS-B. FL_ APPLICANT'S PHONE NUMBER do-7 2S9 - I SS VALUAON FEE FAILURE140 COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS Buildin Official 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. Applicant's Signature\ State No. MEURETT SIGN COMPANY January 29, 1996 City of Sanford Building Department 300 N . Park Ave. Sanford, FL 32772 Attn: Mr. Gary Winn, Building Official Dear Gary: Enclosed are three permit applications for two wall signs and one pylon sign for the United Artists site at Seminole Towne Center. I have attached a copy of the variance results on the signage and trust that the information provided will be to the City of Sanford Building Department's satisfaction. Please do not hesitate to contact me should you have any questions. Thank you. Sincerely yours, Maryse Lobean Permitting Department ML Encl. Leaders in Electrical Advertising 638 Washburn Rd. Melbourne, Florida 32934 Ph 407.259.1555 Fax 407.259.4110 SIMON PROPERTY GROUP 115 WEST WASHINGTON STREET INDLkNAPOLIS, IN 46204 - MEMORANDUM To: Daniel Ogden - United Artists FAX 303-792-8811 sheet 1 of 2 From: Chuck Schneider `/' r Date: February 21, 1995 DESIGN DE -r RECEIVE-0 FEB 2 1995 Re: Variance Request for Signage Proposed United Artists Theater Seminole Towne Center, Sanford, FL << On Thursday, February 16, the Planning & Zoning Commission of t;I City of Sanford approved unanimously the variance request for signage as submitted. This included an crease in the allowable height of the free standing sign from 25 feet to a maximum of 30 feet, an ind Pe in the allowable free standing sign face size from 100 square feet to 351 square feet (18'x19.5'), ar) i an increase in the total allowable signage area for the parcel from 525 square feet to a maximum of 9ii square feet. This is the finalactiononthisrequest. City Council approval is not required. This acted should be referenced when the application for sign permit is made. I will mail a copy of the City staff rerj rt on this with the original. of this memo. Also attached is a letter recently received from the City clarifying approval of the height of your building with regard to zoning restrictions. cc: T. Schneider R. Friedman A. Cohen J. Cooper j i o m Z oQ Q z a- s Z 4 zz00 w Hw I a0 z m O z0 w U O W np o az cq o N o v I 1 lei 0 a.srrc ``• w iy- w. PROFESSIONAL EN*MN-N- L. AND INSPECTION G' Ipq 5462581 111M POSTAGE ; 6220 S. Orange Blossom Trail Suite 400-B ORLANDO, FLORIDA 32809 Mr. Bob Casper Sanford City Hall Building Department P.O. Box 1788 Sanford, Florida 32772 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab _._on.;_grade between columns 23 _& 27 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 45 TRUCK #: 143 CONCRETE TEMPERATURE: 72 TICKET #: 2807662 WATER ADDED ON SITE: 5 BATCH TIME: 8:04 am SLUMP: 4.5 TIME SAMPLED: 8:30 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARK'S 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 01/04/96 7 123500 28.26 4370 D 2 01/04/96 7 107500 28.26 3804 D 3 01/25/96 28 157500 28.26 5573 D PASS 4 01/25/96 28 151500 28.26 5361 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Comp & Shear, D-Shear, P.-Coll-u*+nar Respectfully submitted, Professional Enaineering Inspection Colp,;kn1, 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 L U1 E TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC Y l' Gr 4T C O RORATORIESGREPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns_ 37 & 45___,_., FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 49 TRUCK #: 765 CONCRETE TEMPERATURE: 74 TICKET #: 2807672 WATER ADDED ON SITE: 0 BATCH TIME: 9:52 am SLUMP: 5.5 TIME SAMPLED: 10:30 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 01/04/96 7 118000 28.26 4176 D 2 01/04/96 7 121500 28.26 4299 D 3 01/25/96 28 160000 28.26 5662 D PASS 4 01/25/96 28 152500 28.26 5396 D PASS FRACTURE TYPES: A -Cone, B-Cane & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional. Engineering Inspe tion C63i4pany, Inc. 7- - q4 Jeffery D. 'ducker, 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, SUITF. 400-B, ORL ANDO, FL 32809 407) 855-4422 (F.4x) 85S-0021 1-800-688-1786 WEST PAL.m BEACH FT. LAUDEERDALE NEW JERSEY UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing February 2, 1996 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-11 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 January 7, 1996, through January 20, 1996. 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 i Project No.: 18341-001-01 T Date: February 2, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-11 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 inspection or testing this period. Concrete Formwork 03100 Footing: North side dumpster pads. Earth - formed footing dimensions meet contract drawings and specifications. Concrete Reinforcement 03200 1. Footing: North side dumpster pads. 2. Stairs: Northwest corner of main lobby area: 1 st - 2nd level. Reinforcement size, grade, spacing, lap splices, dowel protrusions and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 10 cubic yards: Mix No. P3065Z: 3,000 psi. No testing performed. No cylinders cast. Concrete placed meets contract drawings and specifications, except: SIL NO. 7 No compressive strength samples cast. Contractor did not schedule Peico. Unit Masonry 04200 No inspections performed this period. Page 2 of 3 Pages Project No.: 18341-001-01 T Date: February 2, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-11 Structural Steel 05120 Steel inspection field verified per attached letter. Special Inspection Log Added: 1 Resolved: 0 Outstanding: 7 Submittals Received Nine ( 9) field density test reports received from Pieco this period. Reports of compressive strength tests meet contract drawings and specifications. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Page 3 of 3 Pages Project No.: 18341-001-01 T Date: February 2, 1996 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 j No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-1 2-95 Pilaster North and south of Column No. 41 Lap splices to short WJD 3 10-1 2-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Metal Decking Mezzanine Expansion anchor size WJD 7 01-19-96 Footing North lobby No testing or cylinders cast WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. ROJECT: Uyl i' fief /`i -f' S i ONTRACTOR: 1/GC• 9 TEST I TEST I DATE NUMBER LOCATION DEPTH BELOW I MATERIAL SURFACE (FT.) TESTED SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 6 I TEST RESULTS Yd I % (yd max.) COMMENTS PCF) I RAr111irAri I nhtninnrl l-13-95 06 U! _. P 5 9.9 07() IUSy 11-aCj 9S 0 "1 11 O S: / V 47i ro aN ae%/Co/.iw n l rwnr%hon7Y i Ul• % 13'1 l C4,luM ta., sl f 1 1 1 6d Colw." Y1 I I y U 3 Foe) 9 .9 j C{ %. Lf Ivy. x 5.3 1161- U E. l="d i aLi. 1-/ i laa.9 d- go 9 — 117 2). vi, 7 I 11 1 03 L- C"J uY.7. I1 C2.7 19 O y 03. 3 0l S( 5. 3 r", l 3 S- c/ la`/ IS' . o,% cal YG ro9 c 1 10Ly.3 yd = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: OJECT: NTRACTOR: V C C- i SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: P LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSTEST DATE TEST NUMBER ya PCF) y max.) Required Obtained 55 a7 G' t: o, ncl '3L- 0).5 9-9 7!3 U S_f I i t k. _ col. 3% I > v3. ter. 7,% 11 13U 3' o c. S I oa.3 i ao•x y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Ernknnmwntal ScJwnes • G*Woctlnlcat &Vin*orkV TrrstlwJd bispsWon • Construction Matsrtats TasdrV REGISTERED ENGINEER LICENSE NO.: P II 11 nn ROJECT: V N ruf') I i (ZTIS I'S I HER-Tf- (2-5 ONTRACTOR: V CC" iIX DESIGN: P - 30 (,.S 2- 8-DAY DESIGN STRENGTH: 3004 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Stren th(Psi) Comments 7 Day 28 Day 28 Day I0-6,-SS' j AAT,(if V jE C ,RNI=R To O' S 3 ' 3622 yy (- 2. J S E o R nl G iZ To , A/ 3S3 ti L / L-1317 3 10-II ' S$ Fount0ATW N F R To ZS' t= a 2-%3 L/S/off yL/a rCGuNO, 0 61 ( o S" Soy is D L/ysy S J 67 G6 Ge-i. so 30 `73 L/Sl a 1 59 r,. G GG S . S" 31 Fri 15 07 IU a3'9S a ocls 117,35, 37,5, Sa 3 36,c y S 3qF% 9 il'G'y co!-:- t-+, 1- l> t,-r6-q S Slob --, —AP W( rnrri:= nae g- ay7.-, 399-1 389aFla%b o' ( .>Y \ r t': r.G a,- r bri'ur+l y6 UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences - Geotechnical Engineeringr, Threshold Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: OJECT: COMPRESSIVE STRENGTH tOG AITRACTOR: X DESIGN: 7- DAY DESIGN STRENGTH: 'PSI SHEET NO.: x.v..xa..w:u nuw-. v,...m.e:, cw.,w..,.w. ...::...x... m..,:: .._ ..... a.v,..-b. -.w-. ..>...,v.e .....:. .:-.=s---..u.,._ .,. e...,...:- ..--.,....u.,.:..--...... <.. _.d.m.,......--«., _r•.s @m..... :. .. Illp 0 c ROJECT: L)rV tees / 1 y-t S t =i - ONTRACTOR: VC C, 4IX DESIGN: 8-DAY DESIGN STRENGTH: "PSI c COMPRESSIVE STRENGTH LOG SHEET NO.: f Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength (psi)Comments 7 28 Day 28 Day J g5 Ce 11 Ii Tc S f t.v nlr / Sr i'/' ` L )pDay11, 7 Z-/ G/ I 0 UNIVERSAL I. ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOG t IOJECT:/r, 'te,F .1,:<t; (ne_,ie ONTRACTOR: V G IX DESIGN: y 3-DAY DESIGN STRENGTH: PSI SHEET NO.: Slump Compressive Strength (psi) i REGISTERED ENGINEER LICENSE NO.: IOJECT: ("' I. ted Ar't st. T c0tcr JNTRACTOR: V C G IX DESIGN: E 3 0.14 1 3-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / UNIVERSALCilENGINEERINGSCIENCES, INC. f,. REGISTERED ENGINEER LICENSE NO.: I IOJECT: COMPRESSIVE STRENGTH LOG ONTRACTOR: C C. IX DESIGN: P300-- 5 3-DAY DESIGN STRENGTH: PSI SHEET NO.: Set No. Date Type Pour Location Slump I(in.) Air (%) Compressive Strength(Psi) Comments 7 Day 28 Day 28 Day11Poured d- - S Qb Qr, C F'1GI G:•rcl' Gv'c r lr l f= D1= Ciuc, rJ i'U/-t, G 3 I-i v/. En4 3U9t G II r lg;^ I 1l= Gu li'tor;uw r1 G l S 3 < < I L/3 I UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: I , ROJECT: CJvlI'tec /A Y-1JS is -T h egte ONTRACTOR: VcC- AIX DESIGN: )/ L-/OCfG M- DAY DESIGN STRENGTH: _ 00 U PSI COMPRESSIVE STRENGTH JLOG SHEET NO.: / I Set No. Deco Poured Type Pour Locatlon Slump In•) Alr (%) CQrn ressive StrorKA (Dsl)Comments 7 Day 28 Day 28 Day cell IV. w, 71, Q ( 5 4 3 3 y l!- iUgy F.11c'II Ivy -'J 1 7,, a 33 3556 1 1'13 ll Ce)l r= Wc,Ij T6 5.WQ/l n,0 /'i T s /a 4-10 L/ /%G nl I, -T 3115 3yY/ 1 )' 6" 9.5 l/CC Oft%+,-+Gl /. .. rn t/` f 9 111- rd I r'i-i sr i, 4—/UccS7 l as-s F. l tl r r 3 1..=Y 3a s 3673 3U 73 lI- a5'JS F I I Ce I! Cor c T So'w. uh l Sv' S. T,r 7- 5 L-1 <' q/ L/l C 3 3 TaG% W. v, 11 S. enduT S vicm ,j. e cttu—f 711 U G I 391151 i IffimEmm UNIVERSAL LUENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 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 MI% #: 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 48000 3918 3 12/29/95 28 45000 3673 PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspec 'on 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Registered Professional Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLossom TRAIL. SuYTE 400-B, ORiANoo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALI a NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc 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 45000 3673 3 12/20/95 28 45000 3673 PASS 7-------------------------------------- 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: 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 Laboratorym 6220 S. ORAxca BLossou TitAn- Surn 400-B, ORL. Noo, R. 32809 407)855-4422 (FA4 855-0041 1-800-688-1786 WEST PAW BEACH FT. LAuDERDALB NEW jusrLy i UL CEE eAqw Tw PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc A"ORATORIS Co REPORT OF GROUT PRISMS PROJECT: Seminole Theater ORDER #: 952648.00 OWNER: United Artists # SETS: CONTRACTOR: Vratsinas Construction Comn 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 MI% #: 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 : 3 0 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 3.50 x 70 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 51000 4163 3 12/26/95 28 53500 4367 PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional ,Engineering Ins ction,C o mpany, Inc. Jef heryb 0-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 TRAm, Su= 400-B, ORLAhvo. FL 32809 407)855-4422 (FAx)855-0021 1.800-688-1786 WEST PALm BEAQ4 FT. LAUDERDALE 0 NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INCAwo5ClxAroals REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.02 OWNER: United Artists # SETS: 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 Rest 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: 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 77500 28.26 2742 D 2 12/08/95 7 88000 28.26 3114 D 3 12/29/95 28 124000 28.26 4388 D PASS 4 12/29/95 28 120500 28.26 4264 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection 11A14 S-9G submitted, Engineering Company, Inc. D T- 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 Laboratoryu 6220 S. Oaw.\cE BLOSsom Tawas, Surn 400-8, OauNoo, FL 328W 407) 855-4422 (Fwz) 855.0021 1.800-688-1786 NEST PALM BEACH FT. LAuDEADALE 0 NEW JERSEY I o® TM Rrr'11 i^ L ' 1- PROFESSIONAL ENGINEERING AND IL TION UMPANY, 1Nc G o JF4,r8aRATOR11SL, UNIVERSAL E"1j3!N:ER!NG SCIENCES 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 M : 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 N/A 2 12/08/95 7 87500 28.26 3096 D N/A 3 12/29/95 28 117500 28.26 4158 D PASS 4 12/29/95 28 121500 28.26 4299 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. p 79d - 0-t1-5-14 - Jeifery 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, SUITT 400-B, ORLANDO, FL 328M 407) 855-4422 (FA4855.0031 1-800-688.1786 WEST PALM BEACH FT. LAUDERDALE NEw JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INc s " ortAroaitS ° oft E `1 E 11 ETD REPORT OF COMPRESSIVE STRENGTH TESTS UNIVERSAL E";-31IJEER;NG SCIENCES PROJECT: Seminole Theater ORDER #:953066.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 23 & 27 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 45 TRUCK #: 143 CONCRETE TEMPERATURE: 72 TICKET #: 2807662 WATER ADDED ON SITE: 5 BATCH TIME: 8:04 am SLUMP: 4.5 TIME SAMPLED: 8:30 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 01/04/96 7 123500 28.26 4370 D 2 01/04/96 7 107500 28.26 3804 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 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 Engineer Number: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose 46854 Accredited Concrete Testing Laboratory' 6220 S. ORAxcE BLossom Mum, Surn 400-B. ORLAxoo. FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDEADALE NEw jmry i i coo® Tw PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc J CA 80RATORl6=CO 4 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066,02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 37 & 45 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 49 TRUCK #: 765 CONCRETE TEMPERATURE: 74 TICKET #: 2807672 WATER ADDED ON SITE: 0 BATCH TIME: 9:52 am SLUMP: 5.5 TIME SAMPLED: 10:30 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 01/04/96 7 118000 28.26 4176 D 2 01/04/96 7 121500 28.26 4299 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. hr 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE SLossoM TwL. Sum 400-8, ORLA?,-co, FL 32809 407) 855-4422 (FA:) 855-0021 1-800-688-1786 WEST Pww BEACH FT. LAUDERDALE 0 NEw jusn PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, 1Nc REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Coma PERMIT No.: 95-3144 LOCATION OF POUR: E. End of Auditorium 101 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: R30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 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 12/11/95 3 79500 28.26 2813 D 2 12/15/95 7 85500 28.26 3025 A 3 01/05/96 28 128000 28.26 4529 C PASS 4 01/05/96 28 124000 28.26 4388 D PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection 4 submitted, Engineering Company, Inc. 0.96 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. O -tNrE BLossow TcAn, Sure 400-B, ORL Noo, FL 028M 407) 855-4422 (FAz) 855-0021 1-800.688-1786 WEST PALM BEACH FL LAuDERDALE 0 NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC 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 12" TEST DATE OF AGE FAILURE MEASUREQ 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 120500 28.26 4264 D PASS 4 01/05/96 28 128500 28.26 4547 D PASS 7-------------------------------------- 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. OxA.ucx BL0550x TxALL, Su= 400-B, CvANDo, FL 328W 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAuz>EADALE NEW IExSEY I i Project No. 18341-001-01 T Date: February 2, 1996 DAILY THRESHOLD REPORT NO. 25 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: January 16 - January 17, 1996 Inspector: Todd Buckles Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 No inspections or testing this date. Cast - In -Place Concrete 03300 No inspections or testing this date. Structural Steel 05100 Structural steel inspection was performed on all visible areas. The following was noted: (referenced attached letter from Jim Rose, Engineer of Record). 1A. No weld requirement per detail B/S10. Need Engineer of Record's approval for 3/16 in. weld all around. 1 B. Joist girder to column cap connections are inaccessible. Can not field verify. Request assistance for inspections. 1 C. Joist girders (6) at columns 13 - 14, 22 - 23, 34 - 35, 45 - 46, 54 - 55 and 65 - 66 were originally fabricated short. The top chord was shop repaired by Quincy. The bottom chord was not extended. Could not field verify bottom chords due to in -place dry wall. Need joist certifications from Quincy, Repair- Procedure for bottom chords and field verification. 1 D. Columns: Project: Roof: Stabilizer plates, approximately half of the locations were field verified. The other half was inaccessible. Need to field verify. Page 1 of 3 Pages t Project No. 18341-001-01 T Date: February 2, 1996 DAILY THRESHOLD REPORT NO. 25 1 E. Columns: Project: Roof: Welding inaccessible in most locations. Approximately 10 -12 welds were viewed. Need to field verify the remainder and Engineer of Record approval for attachments (3/16 in. by 2 in. - 3 in.). 2A. At 101 - 107, column anchorage could not be viewed due to in -place dry wall. Room No. 108, column No. 777, lower lift, two expansion bolts were missing. Room No. 109, all columns were anchored. Room No. 110, column No. 68 was missing one expansion bolt. Need access to remainder of locations and repair of 68 and 77. 2B. Could not field verify due to in -place dry wall. Need access for field verification. 3A. Bridging in these areas was field verified. All are per contract drawings. 3B. Bridging locations were field verified. All are per contract drawings. 4A. Framing is in -place per contract drawings. Need Engineer of Record's approval for attachments. 3/ 16 in. X > 1 in. at each connection point). 4B. Roof openings are not yet repaired in auditorium Nos. 105 and 106. Need repair and access for inspection. 5A. Bottom chord bracing is inaccessible. Need access for inspection. 5B. Joist girders are inaccessible due to in -place dry wall and insulation. Need access for inspection. 6A. Channel anchorage was field verified. Areas are constructed per contract drawings. 6B. C6 X 8.2 is in -place. No anchorage at pilaster yet. Anchorage and reinspection required. 6C. Room Nos. 101 - 105 and 110 are repaired per attached letter or per contract drawings. Room Nos. 106 - 109 need to be repaired and field verified. 7. Vaulted joist, need completion of repair and field verification. 8A. Anchor bolt and level nuts can not be field verified due to in -place concrete slab. Need Engineer of Record's approval or access. 8B. Anchor bolt to base plate repaired per Engineer of Record's procedure. 8C. Anchor bolt to base plate repaired per Engineer of Record's procedures. 9A. W14 X 34 and W12 X 14 beams at elevator have burned holes to align W12 X 14 beam. Need 3/ 16 in. fillet weld all around clips per Engineer of Record. Need access for field verification of remainder of beams. 9B. Beam repair can not be field verified due to in -place dry wall. Need access for inspection. Page 2 of 3 Pages Project No. 18341-001-01 T Date: February 2, 1996 iC 11 12. DAILY THRESHOLD REPORT NO. 25 Roof decking was attached per letter with No. 10 Tek Screws at 12 - 6 - 12 pattern At 24 ft. walls, several locations were noted to have required bridging. Most areas were inaccessible. Need access for inspection. Anchor bolt projection could not be field verified due to in -place slab. Need Engineer of Record' s approval or access. Reviewed by, Warre J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Attachment Page 3 of 3 Pages U' ._ r_;, L1 F- li 1 r_. rt c> . T ]. Y• 1 f p i L Z hJ C: i ROSE ENGINEERING Assacr rE, INC. Ii Consulting Slruc(u(al Ff)glnr c TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION; Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Thoatros Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON:, December 18, 1995 Jbn C. Aora, PS. AtgrYire,: f.amy Tyin.r Jr., r.r•. Thorruil A. "(CIM,Ur PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratsina Construction Company ITEMS OBSERVED: Erocted in -place structural framing. STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full height. B. Majority of structural steel framing in -place. Erection Incomplete at lobby, stpre front, and covered entry. C. Majority of roof (complete with docking, rigid insulation, and topping) in -place. Motal dock anchorage and otc. not oxposod to view. D. No encasement of column bases; Base plates exposed to view. E. Metal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girdors to columns: Reference Details A, B, & C/S1 U and Detail B/S5A) A. Noted no stiffener plate under joist girder bearing seats (1,e. Columns,#23 455). Contractor shall install stiffener plate per Contract Drawings. rp 2F-go WE1) 1 6 59 J I M ROSE Const. Rev. - U.A. Seminole December 18, 1995 Page Two B. Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify joist or joist girder Is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizet plate per Contract Drawings. / C D. Noted locations where stabilizer plate does not align with Joist or joist girder bottom chord, Contractor shall provide stabilizer plate at prope location. j 1 Y E. Reminded contractor to weld all bdttorn chords to stabilizer plates In ; accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail DIST A. Noted anchorage of columns to wail was incomplete. Contractor shall, provide anchorage in accordance with Contract Drawings.. B. Noted locations where dimension from centerline of column to face of CMU wall was greater than 4". instructed contractor to 1'ricrease clip angle size (leg dimension and thickness) as required. 3. Joist bridging Interrupted by R.T.U. ducts: A. At uplift bridging at first bottom chord panel points,* contractor shall to4ate bridging as near as possible to first bottom chord panel point. B. At interior bridging locations, top and bottom chord bridging shal4 be Installed at each side• of K.T.U. as Indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations - (Reference Details A!& B/S8): / A. Noted location where no framing in -place at perimeter of R.T.U. curb. Contractor shall Install framing as required. B. Noted locations where no deck support framing was in place at roof openings (1.e: R.T.U. ducts, fans, downspouts, etc.). Contractor shall, Install deck support framing In- accordance with Contract Drawings. I P12 r WF-h 17 : 00 J I 1.1 ROSE INC. P - 04 Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of roof girder beams and joist girders - (Reference Sactions 3 & d/S9); A. Noted no'boltom chord bracing In -place.. At girder beams, contractor shall provide angle brace 2"X2"x3/1G" from joist to bottom flange of beam. Fiold wold anglo brace to Joist and stool boom with 1/W fillot all Around, B. At joist girders, contractor shall install bracing In accordance with the joist girder manufacturer's requirements. 6. Reference Section 2/S9 —Noted the following conditions: 1 / A. No anchorage of C6X8.2 to pilaster at Aud. 0101 & #102. v e' ` eJ B. No C6X8.2 in -place at Aud. #109 1 10 F C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist Is not In accordance with Contract Drawings, Advised contractor to add clip arigle 2"X2"Xil4". Field weld clip angle to top flange and vertical leg of joist top chord and to vertical face of brace angle. Also, tho brave gtnglo shout¢ be locatod at approximately the center of pilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail AJS9 arid Section 61S9), Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Roque.stod contractor to" provido connections In accordance with Contract Drawings. Advised any field provided holes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column basds - (Reference - Section 6/S7): — A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract Drawings. 13. At Column #38, two. (2) anchor bolts had been cut of* W above base, plate. Advised'contractor to weld exposed anchor bolt to base plate all around. At Column #26 contractor shall weld one (1) anchor bolt to base plate all around. STOTSEP, 4 ASSOC. TEL:1-706-571-OS06 Jan 03.96 FGK''^20. 7 LJi-.Ti i M ROsE I NU . 10:59 No.017 P.06 — r^ . © s Const. Rev. • U.A. Seminole Decombor IS, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Roforonce - Roof beam to beam bolted connection: A. Noted locations where holes were burned In beam web for propor alignment of beam. Advised contractor to weld connection angles to beam weft with 3/16" fillet all around. B. Noted one (1) location where holes were burned In beam web but were, not used. Advised contractor to provide minimum four (4) Inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed. web thickness, and be welded all around with 3116",fillet. 10. Noted one (1) roof joist where roof dock did not appear tobe welded to joist Joist located near Column #54; length of In question anchorage _f 13 feet. Advisod contractor that. self drilling 9crows applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. 11. At metal wall studs In -place, no metal stud bridging was Installed, `Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Referenco - Anchor'¢ olt-Projections: -- --- At many locations, the anchor bolt projection was observed to be excessivOlt ` \, projections of 3-1/2" above the top of column base plate were noted; thereford, the projection above top of fueling would be 5-3/4". The anchor bolt setting d tail Indicates anchor bolts to have a four (4) inch projection above top of footing. olt embedment in concrete footing Is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate tlje significanoo of reduced bolt embedment. Please advise If this office is to perform such a review. t L, Leroy Tu er, Jr \ - Rose Engineering Associates, -Inc' January 24, 1996 United Artist 9110 East Nichols Avenue, Suite 200 Englewood, CO 80112-3405 Attention: Jeff Reed Reference: United Artists Theater, Seminole Towne Center Job No. 1237 Sanford, Florida Project No. 18341-001-01 Dear Mr. Reed: Attached are field reports made out by Mr. Todd Buckles January 16, 1996. As requested by Jay with VCC, we are forwarding these field notes to you. If we can be of further assistance, please do not hesitate to contact us. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. s/' - ( D , ,--W Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Ft TRI-WRENTAL 4- T 2z F-z-e, tle 20 /V 7-0 /71 CS e 1 xf74- 'C e- 'T '4/ 7 J-4 lei Col./ .11M 1 /4- kle V epl- 6575 Southern Blvd. West Palm Beach, Florida 407) 684-0070 wedG o 1C If 40 D-J 4V 71 1' p I J A j 6575 Southern Blvd. 33413 West Palm Beach, Florida 33413 407) 684-0070 01. TI UW R 6575 Southern Blvd. West Palm Beach, Florida 33413 407) 684-0070 zto LI7. r l c,•..i mac! SLR. G P i_ •'- - -- 1 6575 Southern Blvd. West Palm Beach, Florida 33413 407) 684-0070 r iw I- I ! e I I % 7 I -/ I ' I J iCF-I CGa _ _ cr__ S.T_-C1 S•—w--r I--y ILIZ li J Gi /YJ i I 1- I I 10z CJ!_ O I i I ' 6-5-Southern BI d. We eac onda 33413 407) 684-0070 Project No. 18341-001-01 T Date: February 2, 1996 DAILY THRESHOLD REPORT NO. 26 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: January 19, 1996 Inspector: William Worthington Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 Footing: North side, dumpster pads Earth - formed footing dimensions meet contract drawings and specifications. Concrete Reinforcement 03200 1. Footing: North side, dumpster pad. 2. Stairs: Northwest corner of main lobby area: 1 st - 2nd level. Reinforcement size, grade, spacing, lap splices, dowel protrusions and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 10 cubic yards: Mix No. P3065Z: 3,000 psi. No testing performed. No cylinders cast. Concrete placed meets contract drawings and specifications, except: SIL NO. 7 No compressive strength samples cast. Contractor did not schedule Peico. WJD: ts Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Al' UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing February 2, 1996 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-11 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 January 7, 1996, through January 20, 1996. 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. 9 Ck l- 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 AP' Date: February 2, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-11 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 inspection or testing this period. Concrete Formwork 03100 Footing: North side dumpster pads. Earth - formed footing dimensions meet contract drawings and specifications. Concrete Reinforcement 03200 1, Footing: North side dumpster pads. 2. Stairs: Northwest corner of main lobby area: 1 st - 2nd level. Reinforcement size, grade, spacing, lap splices, dowel protrusions and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 10 cubic yards: Mix No. P3065Z: 3,000 psi. No testing performed. No cylinders cast. Concrete placed meets contract drawings and specifications, except: SIL NO. 7 No compressive strength samples cast. Contractor did not schedule Peico. Unit Masonry 04200 No inspections performed this period. Page 2 of 3 Pages a r- Project No.: 18341-001-01 T Date: February 2, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-11 Structural Steel 05120 Steel inspection field verified per attached letter. Special Inspection Log Added: 1 Resolved: 0 Outstanding: 7 Submittals Received Nine ( 9) field density test reports received from Pieco this period. Reports of compressive strength tests meet contract drawings and specifications. WJD: ts Reviewed By, Warren J. D4atric Florida Registration No. 13165 Special Inspector No. 0745 Page 3 of 3 Pages a Project No.: 18341-001-01 T Date: February 2, 1996 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 WJD 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 WJD 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 Metal Decking Mezzanine Expansion anchor size WJD 7 01-19-96 Footing North lobby No testing or cylinders cast WJD Reviewed By: Note: r f Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. ROJECT: Or) I' ter 14 S wafers ONTRACTOR: 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) off, (yd max.) Required Obtained 1-13'YS G! ,d G/ 5 9 % 07 U 95tE07p .. Ehcf y t rI-O'C/ s aI05. t v,' r /G7 td. n i i• % 1 1 U S7 10 rona -dc ( Ca/uvhri /riiK%hon7Y l •i U/. % 3H M" -,,; J, ra., sl iva G ol. I l a d Co,.. ..,f4 t a Fr EGG. / 10 ti. S i--95 Ira ray v. krtil lus. Ic,.s l l y a Z) '', Fhug 11S u--y- I,/03 h 1. I , la, t 11 03 . "d ru`r. i 0 la-a' 5 a / 7 3 laa 5- , E- o _ mil. L rn<I 3 S, 01:-- Col 11-YG row 9 I aLY.3 lay 5' L . C /.'rr's 1 I64 I G-/•y 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.: OJECT: J ifiP i Y I ijTS I " ecctcr i i)NTRACTOR: cl c_ SUMMARY OF IN -SITU DENSITY TE,$TS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW MATERIAL SURFACE FT. TESTED TEST RESULTS y, % (y max,) COMMENTS PCF) Required Obtained I 13U j 3' o c. 5 I i Oa too 1J y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. n*w ms rt.l ScNnca - aaotecAMcal Engirmwk g TNvolpoM kmp*Won - ConsUucbon MaWals T"Ung REGISTERED ENGINEER LICENSE NO.: r ' 11 ROJECT: V N iT,(=(J ( RTIS'fS t`1 L 17L- RS ONTRACTOR: C.C_ 11X DESIGN: P- 3 O(' S Z 8-DAY DESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG x: SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Compressive Strength(psi) Comments 7 Day 28 Day 28 Day 10-G-5Y Fou DAT,O(V NIF C.bRNCA To 0' .5 3" 362-7 tiy/ f/ 6 2. J S oRmER To s" 3s-3 i 1 317 3 10-II ' 9S FountAATlav A( F R To Z' E S" 2-73 ys a L/4-/a 3 IV -l6 5 - rvwvo: 0 61 I O S" Soy 4-1 tiysy S 318s' ysa Llcfs9 6 016 /1 rEO 30`y3 t--/`lS9 s S" 3 iF ssa O-) 3-y5 aCl f2cd 3-1 a7,3S, 37,1-/ , 5a 5-3 L/ ,'/„S 3qF] 3' a 7 l> 16-95 S )06 510h - 1-4e Wl' r!ri;= ,,: 0`/7 q9'J 399a 7 3< 7 5 3397 L/6 UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: Art, COMPRESSIVE STRENGTH LOGl;O'J'ECT: LIh i't/ c r'Sis _P c^ WRACTOR: V CC X DESIGN: DAY DESIGN STRENGTH: PSI SHEET NO.: / ems UNIVERSAL ENGINEERING REGJSTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOG ROJECT: ONTRACTOR: VC 11X DESIGN: 8-DAY DESIGN STRENGTH: 30 PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength (Psi) Comments 7 Day 28 Day 28 Day rC S W UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH ,LOG ONTRACTOR: V CC, IX DESIGN: 3-DAY DESIGN STRENGTH: 0660 PSI SHEET NO.: I i UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: I IOJECT: (/' i I ec0 rtrsts eafcr DNTRACTOR: V G C IX DESIGN: A 3 0,14 3-DAY DESIGN STRENGTH: 3GGU PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Compressive Strength (Psi) UNIVERSAL ENGINEERING SCIENCES, INC. Erwhorwno ?W ScMncas • GoWocAMcal Enplo"ring Tlw*shoW k"poct/on • Cons&uction Matorlah T&VIng REGISTERED ENGINEER LICENSE NO.: r 10JECT: L411-Tce Q '4r-rf-'; 5 COMPRESSIVE STRENGTH LOG ONTRACTOR: \/ C C. IX DESIGN: F300,- 5- 3-DAY DESIGN STRENGTH: PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(Psi) Comments 7 Day 28 Day 28 Day 3 3 9}yr9 SI: 1/%• l Gr = Gv i'tor(uw, 1 G ! n 5 3l I 1-13 UNIVERSAL. ENGINEERING SCIENCES, INC. UjEnvironmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: ROJECT: CJ>7,1 ecY / i fi S fis I ec 1 e ONTRACTOR: VC. C. AIX DESIGN: L-/OCG- 8- DAY DESIGN STRENGTH: - 3000 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Dde Poured Type Pour Location Slump in.) Air (%) Com ressive StrenKcAt (Dsi)Comments 7 Day 28 Day 28 Day 11- IU yy F"ll ctII IV JE -,J I fin`' I 1 =-r- 71, a r5 y 33 G 3 5 56 3 11'13-gs r-jIcl/ r wct T6 5.woll /;1=T NUGcj US l/ cG/J O/ Wa% i 1-/ 061, 9 S,, I)- 17-95 F',•Ileell Ord Ir,_T- s 1-106'7 ylYo 3a65 3673 3 G 73 U I"aY-i5 F IIcell 7.5" IG i L!}/C3 1c3G7 5. encF GP,5"T r. w(,11 J.e tc? 7 3UG1 37,16 3 73 I REGISTERED ENGINEER LICENSE NO.: DL OC D Tw PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INCAmlo400XATORI%s C0 REPORT OF GROUT PRISMS PROJECT: Seminole Theater ORDER #:_952716.00 OWNER: United Artists # SETS: CONTRACTOR: Vratsinas Construction Comn 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 70 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 48000 3918 3 12/29/95 28 45000 3673 PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. 011b. 4, 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 BLossou TRAu. Sum 400-B, ORLAN00, FL 32809 407) 855-4422 (FAX) 855-0021 14800-688-1786 WEsT PALL BEAOI FT. LAUDEROALs o NEW JERSEY Tl4 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc a 44"ORATORIEI GD+ 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 F. 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 45000 3673 3 12/20/95 28 45000 3673 PASS 7------------------- -------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully 'submitted, Professional Engineering Inspecnntion'Company, Inc. l 8'9G Jeffery D.; Tucker, P.S. 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 TRw 4 SUITE 400-B, ORLANDO, FL 328W 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALu BEACH FT. LAu DERDALI NEW JERSEY O i TM r d e C'RORATORILg C0+ REPORT OF GROUT PRISMS PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, (Nc PROJECT: Seminole Theater ORDER #: 952648.00 OWNER: United Artists # SETS: 3 CONTRACTOR: Vratsinas Construction Comb PERMIT No.: 95-3144 LOCATION OF POUR: Fill cells NE corner to 501W & 501S_toD out FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 11/28/95 DESIGN MI$ #: 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 7a 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 51000 4163 3 12/26/95 28 53500 4367 PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional,,, Engineering Insnection Company, Inc. Jefhery!D c ker, 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. ORANCE BLOSSOM TRAIL, SUITE 400-8. ORLANOo. FL 328W 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PAW BEACH FT. LAUDERDALE 0 NEW JERSEY submitted, Engineering Company, Inc. Q4G4'-k- u ui±E T11 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC C4RDRATORMS Go - REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.02 OWNER: United Artists # SETS: 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 Rest 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 M : 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 77500 28.26 2742 D 2 12/08/95 7 88000 28.26 3114 D 3 12/29/95 28 124000 28.26 4388 D PASS 4 12/29/95 28 120500 28.26 4264 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection IA71Z S- 9a 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. ORA.\cE BLossom TaAn. SUITE 400-B, OaLANoo, FL 32809 407) 855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEAOt FT. LAUDExDALE 0 NEW IEaSn ru '- ^ 'r_ I 1 I PROFESSIONAL ENGINEERING AND N PE TION UMPANY, 1Nc C. n INS n J4e01tA70RtESC'MD0 ' , `I 9 "LJIU UNIVER"AL «1;!NEER!!gG SCIENCES REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715,01 OWNER: United Artists # SETS:-2 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: 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 N/A 2 12/08/95 7 87500 28.26 3096 D N/A 3 12/29/95 28 117500 28.26 4158 D PASS 4 12/29/95 28 121500 28.26 4299 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory• 6220 S. ORANGE BLossom TaAu Sung 400-B, ORUNDo, FL 328w 407) 655-4422 (Fwz) 855.0021 1-800-688-1786 WEST PALM BEACH FT. LAUDa JALi 0 NFw )exssr Tll PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc s t4aoAATORIS coo L ` t I REC'D REPORT OF COMPRESSIVE STRENGTH TESTS UNIVERSAL E^!-31NEERMG SCIENCES PROJECT: Seminole Theater ORDER #: 953066.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Como PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 23 & 27 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 45 TRUCK #: 143 CONCRETE TEMPERATURE: 72 TICKET #: 2807662 WATER ADDED ON SITS: 5 BATCH TIME: 8:04 am SLUMP: 4.5 TIME SAMPLED: 8:30 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 01/04/96 7 123500 28.26 4370 D 2 01/04/96 7 107500 28.26 3804 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSsom TxAm, SURE 400-B, ORLAmw, 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 e J ` ARORATOMIS G0,0 REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Como PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 37 & 45 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 49 TRUCK #: 765 CONCRETE TEMPERATURE: 74 TICKET #: 2807672 WATER ADDED ON SITE: 0 BATCH TIME: 9:52 am SLUMP: 5.5 TIME SAMPLED: 10:30 am AIR M : 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 01/04/96 7 118000 28.26 4176 D 2 01/04/96 7 121500 28.26 4299 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. pr 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 BLossow Tnw i_ Sum 400-B, OuwN-co, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PAUM BEACH FT. LAUDERDALE 0 NEw JERsEY PEicarw l\ja l•ke!l Ji!7el 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 FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: R30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 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 12/11/95 3 79500 28.26 2813 D 2 12/15/95 7 85500 28.26 3025 A 3 01/05/96 28 128000 28.26 4529 C PASS 4 01/05/96 28 124000 28.26 4388 D PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection a'4 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. ORANcE BLOSsom TaAu, SurTE 400-B, ORLo.Do, FL 02809 407) 855-4422 (FAx) 855-0021 1-800-698.1786 WEST PALM BEACH R. LAuDERDALE 0 NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction COmD 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 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 120500 28.26 4264 D PASS 4 01/05/96 28 128500 28.26 4547 D PASS 7-------------------------------------- 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory° 6220 S. OawxcE BLOSSOM Town, Sum 400-B. Ow -AN -Do, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEw JEAs" Project No. 18341-001-01T Date: February 2, 1996 Addressee Project DAILY THRESHOLD REPORT NO. 25 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: January 16 - January 17, 1996 Inspector: Todd Buckles Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 No inspections or testing this date. Cast - In -Place Concrete 03300 No inspections or testing this date. Structural Steel 05100 Structural steel inspection was performed on all visible areas. The following was noted: (referenced attached letter from Jim Rose, Engineer of Record). 1A. No weld requirement per detail B/S10. Need Engineer of Record's approval for 3/16 in. weld all around. 18. Joist girder to column cap connections are inaccessible. Can not field verify. Request assistance for inspections. 1 C. Joist girders (6) at columns 13 - 14, 22 - 23, 34 - 35, 45 - 46, 54 - 55 and 65 - 66 were originally fabricated short. The top chord was shop repaired by Quincy. The bottom chord was not extended. Could not field verify bottom chords due to in -place dry wall. Need joist certifications from Quincy, Repair -Procedure for bottom chords and field verification. 1 D. Columns: Project: Roof: Stabilizer plates, approximately half of the locations were field verified. The other half was inaccessible. Need to field verify. Page 1 of 3 Pages Project No. 18341-001-01 T Date: February 2, 1996 DAILY THRESHOLD REPORT NO. 25 1 E. Columns: Project: Roof: Welding inaccessible in most locations. Approximately 10 -12 welds were viewed. Need to field verify the remainder and Engineer of Record approval for attachments (3/16 in. by 2 in. - 3 in.). 2A. At 101 - 107, column anchorage could not be viewed due to in -place dry wall. Room No. 108, column No. 777, lower lift, two expansion bolts were missing. Room No. 109, all columns were anchored. Room No. 110, column No. 68 was missing one expansion bolt. Need access to remainder of locations and repair of 68 and 77. 2B. Could not field verify due to in -place dry wall. Need access for field verification. 3A. Bridging in these areas was field verified. All are per contract drawings. 3B. Bridging locations were field verified. All are per contract drawings. 4A. Framing is in -place per contract drawings. Need Engineer of Record's approval for attachments. 3/ 16 in. X > 1 in. at each connection point). 4B. Roof openings are not yet repaired in auditorium Nos. 105 and 106. Need repair and access for inspection. 5A. Bottom chord bracing is inaccessible. Need access for inspection. 5B. Joist girders are inaccessible due to in -place dry wall and insulation. Need access for inspection. 6A. Channel anchorage was field verified. Areas are constructed per contract drawings. 6B. C6 X 8.2 is in -place. No anchorage at pilaster yet. Anchorage and reinspection required. 6C. Room Nos. 101 - 105 and 110 are repaired per attached letter or per contract drawings. Room Nos. 106 - 109 need to be repaired and field verified. 7. Vaulted joist, need completion of repair and field verification. 8A. Anchor bolt and level nuts can not be field verified due to in -place concrete slab. Need Engineer of Record's approval or access. 8B. Anchor bolt to base plate repaired per Engineer of Record's procedure. 8C. Anchor bolt to base plate repaired per Engineer of Record's procedures. 9A. W14 X 34 and W12 X 14 beams at elevator have burned holes to align W12 X 14 beam. Need 3/ 16 in. fillet weld all around clips per Engineer of Record. Need access for field verification of remainder of beams. 9B. Beam repair can not be field verified due to in -place dry wall. Need access for inspection. Page 2 of 3 Pages 0 Project No. 18341-001-01 T Date: February 2, 1996 DAILY THRESHOLD REPORT NO. 25 10. Roof decking was attached per letter with No. 10 Tek Screws at 12 - 6 - 12 pattern. 11. At 24 ft, walls, several locations were noted to have required bridging. Most areas were inaccessible. Need access for inspection. 12. Anchor bolt projection could not be field verified due to in -place slab. Need Engineer of Record' s approval or access. WJD: ts Attachment Reviewed by, Warre J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Page 3 of 3 Pages c R TFL L .L F4 C ROSE ENGINEERING INCH. Consu((irtfl SlrucfW li n 1nU0rS TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser 14 : rig . _,1)4 F Pdrtbal; Jon C. POH, p,C. A tylwe; I..,ny Tv,., i,., P.r... ihor+u A. t+IcGem l r PROJECT: U. A. Seminole Town Center Thoatros Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON-.-- December 18, 1995 PRESENT DURING REVIEW: Leroy Turner, Jr, - Rose Engineering Associates Les Miller - Vratsina Construction Company ITEMS OBSERVED: t Erect ©d .in -place structural framing, STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full holght, B, Majority of structural steel framing In -place. Erection Incomplete at lobby, stpre front, and covered ontry. C. Majority of roof (complete with decking, rigid insulation, and topping) In -place. Motal dock anchorage and otc. not oxposod to view. D. No encasement of column bases; Base plats exposed to view. E. Motal well studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, S, & C/S10 and Detaii B/SSA) A. Noted no stiff oner plate under joist girder bearing seats (I.e. Columns #23 455). Contractor shall install stiffener plate per Contract Drawings. WED 1 6 5 P .T I M ROSE INC R - S9. Const. Rev. - U.A. Seminole December 18, 1995 Page TWO B, Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify Joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizet plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or Joist girder bottom chord. Contractor shall provide stabilizer plate at propel• location. n oy E. Reminded contractor to weld all bdttorn chords to stabilizer plates In accordance with Contract Drawings. 2. Reference Detail FIS4 and Detail DIST , A. Nots`d anchorage of columns to wall was incomplete. Contractor shall provide anchorage in accordance with Contract /D/rawings. lolc B, Noted locations where dimension from centerline of column to face of; CMU wall was greater than 4". instructed contractor to i-"ricrease clip Ilngle size (leg dimension and thickness) as required. 3. Joist bridging interruptedby R.T.U. ducts: j j A. At uplift bridging at first bottom chord panel points, contractor shall locate bridging as near as possible to first bottom chord panel point. B. At Interior bridging locations, top and bottom chord bridging shall be ; Installed at each side- of K.T.U. as Indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations - (Reference Details A!& A. Noted location where no framing in -place at perimeter of R.T.U. curb.: Contractor shall install framing as required. 6. Noted locations where no deck support framing was In place at roof sopenings (1.e: R.T.U. ducts, fans, downspouts, etc.). Contractor hall Install deck support framing In- accordance with Contract Drawings. 1. cr %r 0 WE7) 17 : 00 J I 1.1 ROSE I NC P . 04 c+ Const. Rev. - U.A. Seminole December 18. 1995 Page Three 6. Bottom chord bracing of roof girder beams and joist girders - (Reference Sactions 3 8 4/99): l r A. Noted no'bottom chord bracing In -place.. At girder beams, contractor shall provide angle brace 2"X2'k3/16" from joist to bottom flange of beam. Flold wold anglo brace to joist and stool boom with 1/8" fillot all Around. B. At joist gfrders, contractor shall Install bracing in accordance with the joist girder manufacturer's requirements. 8. Reference Section 2/S9 —Noted the following conditions: Ve -A. No anchorage of C6X8.2 to pilastet' . 1atAud. #101 & #102. c.(j 0 `'1 e B. No C6X8.2 in -place at Aud. #109 jo C. Anchorage of brace angle Z XZW1/4" to top chord of steel joist is not In accordance with Contract Drawings, Advised contractor to add clip angle 2"X2"X1/4". Field weld clip angle to top flange and vertical leg of joist top chord and to vertical face of brace angle.. Also, tho brooe i3nglo shout¢ be locatod at approximately the center of pilaster. /, /o _ /C760"_lG7 7. Crippled beams and scissor joists at vaulted roof = (Reference Detail A/S9 and Section 6/S9): Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Reque.stod contractor to' provido connoctlons in accordance with Contract Drawings. Advised any field provided holes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6157): — A. Noted several column locations with single nuts on anchor bolts. r Contractor to install double nuts per Contract Drawings. B. At Column #38, two. (2) anchor bolts had been out of,.! W1 above base, plate. Advised'contractor to weld exposed anchor bolt to base plate ail around. At Column #26, contractor shall weld one (1) anchor bolt to base plate all around. ul r-•- -- __ STOTSEP. & ASSOC. TEL!1-706-571-US06 Jan 08.96 1U=59 No.017 P.06 e 0F K, W t+ 1.T = O J I M RO ..E I N l I Const. Rev. - U.A. Seminole Decomber 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Roforonce - Roof beam to beamboltedconnection: A. Noted locations where holes were burned In beam web for proper alignment of beam. Advised contractor to weld connection angles to beam weld with 3/16" fillet all around. B. Noted one (1) location where holes were burned In beam web but were. not used. Advised contractor to provide minimum four (4) Inch wide 60j er plate over holes. Cover plate shall be full web depth; match or exceed. web thickness, and be welded all 0ound with 3116",fillet. 10. Noted one (1) roof Joist where roof dock did not appear to be welded to joist Joist located near Column #54; length of In question anchorage ,f 13 feet. T Advisod contractor that, self drilling screws applied from underneath side may be used for anchorage. Screw spacing .to match weld spacing callout. 11. At metal wall studs In -place, no. metal stud bridging was Installed, `Advised contractor to Install bridging in accordance metal stud manufacturer's recommendations.- 12. _ Referenco - AncorFgolt-Prcjections: At many locations, the anchor bolt projection was observed to be excessive.—Dolt projections of 3-1/2" above the top of column base plate were noted; thereford, the projection above top of footing would be 5-3/4". The anchor bolt setting d• tail i Indicates anchor bolls to have a four (4) inch projection above top of footing. tail embedment In concrete footing is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate t e i significenoo of reduced bolt embedment. Please advise If this office is to perform such a review. Leroy Tu er, Jr Rose Engineering Associates,_Ino. tip, - Y• i January 24, 1996 United Artist 9110 East Nichols Avenue, Suite 200 Englewood, CO 80112-3405 Attention: Jeff Reed Reference: United Artists Theater, Seminole Towne Center Job No. 1237 Sanford, Florida Project No. 18341-001-01 Dear Mr. Reed: Attached are field reports made out by Mr. Todd Buckles January 16, 1996. As requested by Jay with VCC, we are forwarding these field notes to you. If we can be of further assistance, please do not hesitate to contact us. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 TRI-WRENT AL9rl/ a i A. AO/ Ux jo- 6- o e- e CS IJe;'C t 6575 Southern Blvd. CV! CA 6575 Southern Blvd. West Palm Beach, Florida 33413 i West Palm Beach, Florida 33413 407) 684-0070 (407) 684-0070 TIKI- U URENTAL TRI-WRENTAL 2 47' e 77 77 6/_ ae /-v. SZ. z, t 19-7 a «: r_s,l e j L%r_Z ov t 4 eT774_ L41AI T.......... 6575 Southern Blvd. 6575 Southern Blvd. West Palm Beach, Florida 33413 West Palm Beach, Florida 33413 407) 684-0070 (407) 684-0070 I, J W6-5-Southern BI d. c We eac ondea 33413c 407) 684-0070 Project No. 18341-001-01 T Date: February 2, 1996 Addressee: Project: DAILY THRESHOLD REPORT NO. 26 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: January 19, 1996 Inspector: William Worthington Earthwork 02200 No inspections or testing this date. Concrete Formwork 03100 Footing: North side, dumpster pads Earth - formed footing dimensions meet contract drawings and specifications. Concrete Reinforcement 03200 1. Footing: North side, dumpster pad. 2. Stairs: Northwest corner of main lobby area: 1 st - 2nd level. Reinforcement size, grade, spacing, lap splices, dowel protrusions and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1, 2. 10 cubic yards: Mix No. P3065Z: 3,000 psi. No testing performed. No cylinders cast. Concrete placed meets contract drawings and specifications, except: SIL NO. 7 No compressive strength samples cast. Contractor did not schedule Peico. 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: Geotechnical Engineering Environmental Sciences • Construction Materials Testing February 6, 1996 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-12 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 January 21, 1996, through January 27, 1996. 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: February 6, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-12 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 No inspection or testing this period. Concrete Formwork 03100 No inspection or testing this period. Concrete Reinforcement 03200 No inspection or testing this period. Cast - In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 Columns, Roof: Project Inspection of remaining bolted and welded structural steel connections. Metal Decking 05310 No inspection or testing this period. Page 2 of 3 Pages Project No.: 18341-001-01 T Date: February 6, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-12 Special Inspection Loq Added: 0 Resolved: 0 Outstanding: 7 Submittals Received Letter from Rose Engineering Reviewed By, 4- Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Page 3 of 3 Pages Project No.: 18341-001-01 TDate: February 6, 1996 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 WJD 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 WJD 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 Metal Decking Mezzanine Expansion anchor size WJD 7 01-19-96 Footing North lobby No testing or cylinders cast WJD Reviewed By: Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. EJECT: Un r' j r I S 1 '4re s NTRACTOR: I/C-C., SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) Rio rnax.) Required Obtained 0,d G/s t /= l.x! 03. 0 I) 101- S sa oNceie l// G 11 1V ra CaIVMh uIwkll.On 10 Li. 5 195 113 Ids . 1-Yd t 5. IG3.5- 11`1 a3 '. u q s.9 q7•y Js Iv l I<N i 1 7 103 k',j v3. 11 v,. 7 03 /_ _-rJ t, a i i OZ 7 n 95 r 2 rr t i IU 1.3 Jay 5 1= 1.= sr 106,E II 105/ t 163• S IN -SITU DRY DENSITY (y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL 6 ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Enalneerina__.. - ., _.. REGISTERED ENGINEER i ir.cni,c,G .nin • M 1ECT: V i P• riiSrs ^ e c cr TRACTOR: V C C- SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 7 PEST ATE TEST LOCATION NUMBER DEPTH BELOW MATERIAL SURFACE (FT.) TESTED TEST RESULTS yd % (y max,) COMMENTS PCF) Required Obtained 7 a7 G,.. . .3 s 9.9 07. C'ol.3 C., 0a.3 i 00.N IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER IOJECT: U'y eck' / rfiJS fi5 I e 1 2 NTRACTOR: VC C- iX DESIGN: \/ L-1 v c I'1 G I -DAY DESIGN STRENGTH: 3 CCU O PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No. Date Poured Typo Pour Location Slump in.) Air Comoressive 7 Day Stremith 28 Day sl Comments 28 Day Il cal! a 11-1v ys h lr Gcll Iv ,,. I fin`' 1 . 1r- s5 11-13-g5 J='/(Cell 1= v aII ?r, 5-wall aY)CY II-r6 5 fillc cU iV. -• <' ,,,,-- r=1 I.•.=T 7' 7 c' o C 19 oC il3 1'S YGSS7 L1lUS l=,r'llGcll 11-G- 9 nl/l el Q/wG1 i . C rntr ! 5 _ LloG9 S 1 II 17 i5 F, Ileell r f f , =r 5.„ iofS7 y/`/O C) 3 a S 3 C 73 3 6 73 UNIVERSAL. ENGINEERING SCIENCES, INC. ErwVw""w" Sc• Geotea,nica!! E vkmwfnp rpwanhom lion • ConatruWon Alateriah_Tesilny REGISTERED ENGINEER LICENSE NO.: MIX DESIGN: 28-DAY DESIGN STRENGTH: JOCj PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Co m ressive Strength (psi)Comments 7 Day 28 Day 28 Day S Ia b Oi_=, C. S a a -I -q5 i• n,;F 01= bu;;l -'-I+''uw, 't"IU `l G Gl, L : , ; , C • S 31 `-i 3 i 6 Lt n UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER Environmental Sciences • Geotechnical Engineering LICENSE NO.: Threshold Inspection • Construction Materials Testing MIX DESIGN:- 28-DAY DESIGN STRENGTH: 3000 PSI SHEET NO.: / ith (Psi) UNIVERSALERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: AIX DESIGN: 28-DAY DESIGN STRENGTH: 00--;0 PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump Air (%) Compressive Strength i Comments in.) 7 Day 28 Day 28 Day 1/`y7" b S to li "0Jr fin/• e" I7 \_ 1 S .1 r,rl ,r V( pl 3 1 / UNIVERSAL ENGINEERING SCIENCES, INC. Ewa! ScE ocas • Geofechnksl Er gtnswinp TTw*shold k spoc0on • Construction MatwUts TevUng REGISTERED ENGINEER LICENSE NO.: A DESIGN: `d1c i B-DAY DESIGN STRENGTH: jr3 PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7 Day 28 Day 28 Day rC S'%L.irner 15 iZ1 Safi% UNIVERSAL ENGINEERING SCIENCES, INC. ImmalErtvtronmentai Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: UNIVERSAL ENGINEERING SCIENCES, INC. u P t Y ifrrpk 7 # x-1t •. REGISTERED ENGINEER LICENSE NO.: IOJECT: N cTE() I-i r,-nS-rs f-1E-PTiErzs DNTRACTOR: V CC. IX DESIGN: P - 30 ('s z 3-DAY DESIGN STRENGTH: 3C)00 P51 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 Oay IO-(,-SSA Fou RATION NE C&RNCR To 50' 3 ' 3622 2- J se o R Nl l- a TO " %A( 353 L-/ Li Li / c-, 3 / 7 3 10-I1'is Founl0AT1W Sk(0,opN FP, To N Jy Z L/Sf I(i'I%'S U i-GUND. pZ.S' o 61 f 80 S" 3o t sly y y S 7 G s 6y S" 3185' ys a9 C-1a 6 01 6 /1 61 i. Fsa S" 3-13 ySia 59 cSj Ua3 95 fol PtJ5 G-1 t> IG-9 lab Sl n - -SP ,Jirr•rr:=!r.M: a 7 39D 399--4 ll II'P?-qS 5I4bII`_ S/ i ;, C P r.rov—o, r r, a 5 j 1gC7 75/ i-aa s Q/1 bl7e C'rnl S.=w.tJ{ r,/.,.;._Ir1j, S SCJ a L/b UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: February 6, 1996 DAILY THRESHOLD REPORT NO. 27 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: January 25 - January 26, 1996 Inspector: Todd Buckles Structural Steel 05120 A structural steel reinspection was performed (see daily Report No. 25 and Rose Engineering and Associates letter). 1 B. Four column caps were made accessible to view. No. 34 - welded '/4 in. X 6 in. each side - complies with SA 107.713 No. 35 - bolted 3/4 in., A325 - complies with AISC Table 4 (28 kips) No. 45 - bolted 3/4 in., A325 - complies with AISC Table 4 (28 kips) No. 46 - bolted 3/4 in., A325 (one side) complies with AISC Table 4 (28 kips) welded '/ 4 in. X 6 in. (one side) complies with SJI 107.7B Need Engineer of Record's approval for welded connections and remainder of unviewed columns. 1 C. Still need joist certifications from Quincy. Two columns were made accessible to view. No. 34 and No. 46 - A 2Yz in. X 2'/2 in. X '/4 in. X 12 in. angle was welded to each bottom chord angle and to the stabilizer plates. The 3/16 in. X 6 in. butt welds in each location complied with AWS D1.1. Need Engineer of Record' s approval on this repair procedure and remainder of unviewed locations. (four not verified). 1 E. Column Nos. 34, 35, 45 and 46 were made accessible to view. Tails were welded to stabilizer plates with > 3 in. X 3/16 in. Need Engineer of Record's approval for this procedure and other unviewed columns. 2A. Column Nos. 77 and 68 were still missing expansion bolts. Column No. 41, Room Nos. 109 and 103 are all per contract drawings. Need Engineer of Record's approval for remaining locations. 5A. Bottom chord bracing was made accessible and is in -place per contract drawings. This satisfies note No. 5A. 5B. Bottom chord bracing is in -place per contract drawings. Welded connection at joist girder and bottom chords are inaccessible. Need Engineer of Record's approval. Page 1 of 2 Pages 0 Project No. 18341-001-01 T Date: February 6, 1996 DAILY THRESHOLD REPORT NO. 27 9B. W14 Beam at Column 33: burned holes were covered with a 4 X 12 X '/4 in. plate. A 3/16 in. fillet weld was present on three sides. A butt weld was present between this plate and the intersecting beam clip. Need Engineer of Record's approval for 12 in. plate in lieu of 14 in. plate and butt weld one side. The following items are not satisfied per Engineer of Record repair procedure and/or contract documents reference Leroy Turner, Rose Engineering letter). 3A, 3B. 5A and 6A Items outstanding: 1 A, 1 B, 1 C, 1 D, 1 E, 2A, 2B, 4A, 4B, 5B, 6B, 6C, 7A, 8A, 89, 8C, 9A, 9B, 10A, 11 A and 12A. WJD: ts Attachment: Rose Engineering Letter Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Page 2 of 2 Pages 3 17+ t•J E _+ I = _ _ _ _T I r-1 R C' S E I ha +_ P ROSE ENGINEERING ASSOCJATES, INC. Consulting Structural Englneers TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Theatres Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON:,- December 18, 1995 P - +-3 .2 Pdrea0. AM C. no.". P.E. Assodaras: . Leroy Turner Jr., P.E. Thomas A. McCaMeler PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratsina Construction Company ITEMS OBSERVED: Erected in -place structural framing. STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full height. B. Majority of structural steel framing in -place. Erection incomplete at lobby, store front, and covered entry. C. Majority of roof (complete with decking, rigid insulation, and topping) in -place. Metal deck anchorage and etc. not exposed to view. D. No encasement of column bases; Base plates exposed to view. E. Metal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, B, & C/S10 and Detail B/S5A) A. Noted no stiffener plate under joist girder bearing seats (i.e. Columns ,#23 55). Contractor shall install stiffener plate per Contract Drawings. Post Office Box 8703 e Dothan, Alabama 36304.0703 - 2157 Denton Road 36303 e (334) 794-0792 • FAX: (334) 794.0417 1:1 E C - 2 CA - - - lJ E D 1 r _ _ . T I 1 .1 t<: i_i E:E 1 hJ 41 Const. Rev. - U.A. Seminole December 18, 1995 Page Two B. Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or joist girder bottom chord. Contractor shall provide stabilizer plate at proper location. E. Reminded contractor to weld all bdttom chords to stabilizer plates in accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/S7: A. Noted anchorage of columns to wall was incomplete. Contractor shall, provide anchorage in accordance with Contract Drawings.' B. Noted locations where dimension from centerline of column to face of CMU wall was greater than 4". Instructed contractor to increase clip angle size (leg dimension and thickness) as required. 3. Joist bridging interrupted by R.T.U. ducts: A. At uplift bridging at first bottom chord panel points, contractor shall IoCate bridging as near as possible to first bottom chord panel point. B. At Interior bridging locations, top and bottom chord bridging shall be installed at each side of R.T.U. as indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations —(Reference Details A & B/S8): A. Noted location where no framing in -place at perimeter of R.T.U. curb.. Contractor shall install framing as required. B. Noted locations where no deck support framing was in place at roof openings (i.e'. R.T.U. ducts, fans, downspouts, etc.). Contractor shall install deck support framing in accordance with Contract Drawings. O Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of roof-Virdef beams and joist girders - (Reference Sections 3 & 4/S9): A. Noted no bottom chord bracing in -place. At g4,der beams, contractor shall provide angle brace 2"X2"x3/16" from joist to bottom flange of beam. Field weld angle brace to joist and steel beam with 1/8" fillet all around. B. At joist girders, contractor shall install bracing in accordance with the joist girder manufacturer's requirements. 6. Reference Section 2/39 - Noted the following conditions: A. No anchorage of C6X8.2 to pilaster at Aud. #101 & #102. B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist is not i.n accordance with Contract Drawings. Advised contractor to add clip angle 2"X2"X1/4". Field weld clip angle to top flange and vertical leg of joist top chord and to vertical face of brace angle. Also, the brace angle should be located at approximately the center of pilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 and Section 6/S9): Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Requested contractor to provide connections in accordance with Contract Drawings. Advised any field provided holes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6/S7): A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract. Drawings. B. At Column #38, two (2) anchor bolts had been cut of f'/2" above base. plate. Advised contractor to weld exposed anchor bolt to base plate all around. C. At Column #6, contractor shall weld cne (1) anchor bolt to base platd all around. Const. Rev. - U.A. Seminole December 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Reference - Roof beam to beam bolted connection: A. Noted locations where holes were burned in beam web for proper alignment of beam. Advised contractor to weld connection angles to beam web with 3/16" fillet all around. B. Noted one (1) location where holes were burned in beam web but were not used. Advised contractor to provide minimum four (4) inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed web thickness, and be welded all arbund with 3/16" fillet. 10. Noted one (1) roof joist where roof deck did not appear to be welded to joist. Joist located near Column #54; length of in question anchorage t 13 feet. Advised contractor that self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. 11. At metal wall studs in -place, no metal stud bridging was installed. "'Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Reference - Anchor Bolt Projections: At many locations, the anchor bolt projection was observed to be excessive. Bolt projections of 3-1/2" above the top of column base plate were noted; therefore, the projection above top of footing would be 5-3/4". The anchor bolt setting detail indicates anchor bolts to have a four (4) inch projection above top of footing. bolt embedment in concrete footing is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate the significance of reduced bolt embedment. Please advise if this office is to perform such a review. Leroy Tu er, Jr. Rose Engineering Associates, Inc. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing February 6, 1996 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-12 Project No. 18341-001-01 T 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 January 21, 1996, through January 27, 1996. 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.: 18341-001-01T Date: February 6, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-12 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 No inspection or testing this period. Concrete Formwork 03100 No inspection or testing this period. Concrete Reinforcement 03200 No inspection or testing this period. Cast - In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 Columns, Roof: Project Inspection of remaining bolted and welded structural steel connections. Metal Decking 05310 No inspection or testing this period. Page 2 of 3 Pages Project No.: 18341-001-01 T Date: February 6, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-12 Special Inspection Log Added: 0 Resolved: 0 Outstanding: 7 Submittals Received Letter from Rose Engineering Reviewed By, 9 Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Page 3 of 3 Pages Project No Date: 18341-001-01 T February 6, 1996 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 WJD 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 WJD 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 Metal Decking Mezzanine Expansion anchor size WJD 7 01-19-96 Footing North lobby No testing or cylinders cast WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. DJECT: Ciro r'rc. .1rt, 51 /1 4TCr5 NTRACTOR: Vcc 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 r3-vs lad v . P o/•s y 07.0 95y 105 07 166. 1--1 l l03 b. CMG• 7 03. C) I V ro ro..je C o/v7 n FririnJ i7o 7Y f •G Ul• I 1 1 U // 195 Jl3 lay v.lEod io s o3 Fhd 17 q7.y I I S l d'l w. 1: "d vy• ? l 3.3 116 U Ly E. IrN61 117 1 l02)• 11 611.7 l03 IF IOLT, a 1027 015 I a I ladLl< 10Lt.3 l a y 5' L = c 1. 5 1 I I GG, v I G Li• f IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences - Geotechnical Englneerinq REGISTERED ENGINEER I IC:FNSF Nil JECT: TRACTOR: PEST TEST LOCATION DEPTH BELOW MATERIAL ya ATE NUMBER SURFACE (FT.) TESTED (PCB SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: y max.) COMMENTS bred I Obtained l27 i=. cal. `3 10i.5 9-9 1 /07.-i s c'/. -"1-3k S I t 0a.3 i Uv-X IN -SITU DRY DENSITY (ye max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL. ENGINEERING SCIENCES, INC. i REGISTERED ENGINEER COMPRESSIVE STRENGTH LOG IOJECT:(j'?'1! ecY NTRACTOR: VC C IX DESIGN: / Ll oc- n c7l I -DAY DESIGN STRENGTH: J 00 U PSI SHEET NO.: / Set No. Date Poured Type Pour Location Slump in.) Air (96) 7 Day m ressive Strength(psi) 28 Day Comments 28 Day Gel) 1V. c^ ,", T aGSH 71-YC-- 5-- 3 S3 cl Iv w I I, --- 3 ss 1 I'13-gs 11 ccl/ rs--- wc, -re,5-Wa!/ -,ncp l;"i=T 5 /a JUGcj L/ /76 5 II-I'c/5 c li S-1 crn r T aS'l-o, S'Wl 7"' oC l3 YGs1% 3-15 3J/kl 1--9 lace/l jVlnwG/ i .0 rnCr !sf l' JVTn Sp II -17-9s Il cell r-I I ,.,=r 5• o.y7 4-114-10 3673 3 6 73 h J 367 UNIVERSAL. ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: MIX DESIGN: F3005 28-DAY DESIGN STRENGTH: J PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7 Day 28 Day 28 Day 9-;- Slab Or, eh - . r, C. S ILl r UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: MIX UESIGN: 28-DAY DESIGN STRENGTH: &6G6 PSI SHEET NO.: / Compressive Strength (psi) UNIVERSAL. ENGINEERING SCIENCES, INC. wkww a" ScMne" • GootechMcal &VIr owing Throahold kmpecdon • Constnrction MatoNaM T"Urp REGISTERED ENGINEER LICENSE NO.: AIX DESIGN: / 5 C) (" 28-DAY DESIGN STRENGTH: 00";0 PSI SHEET NO.: Set No. Dste Poured Type Pour Location Slump In.) Air (%) Compressive Stre h (Dsil Comments 7 Day 28 Day 28 Day i1-17"y5 S ah Io A..I Troy 5 L% S I al 4-11-1 3 r, EDUNIVERSALENGINEERINGSCIENCES, INC. Er Ykvc wr" Schwic" • CWotoc n cs/ Enginoor'tng TMomhofd lrtrpoction • Co Matoriala TWIrV REGISTERED ENGINEER LICENSE NO.: IIX DESIGN: / 8-DAY.DESIGN STRENGTH: Jed PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 28 Day 28 Day CIS CiC« Wr %(I Tc Ste% G nQr si /% - G 7Day QZ ) { j QQ / i UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: wt A-MWILCIGHMEM dvl— UNIVERSAL ENGINEERING SCIENCES, INC. ovoudwdcoi &Vkmakv TovWW REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOG IOJECT: N t'Tf:f:) RTIS`(S H EF} I.ERS DNTRACTOR: V CC_ IX DESIGN: P - 30 ('S Z 3-DAY DESIGN STRENGTH: 3 c00 PS 1 PSI SHEET NO.: ' Set No. I Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7 Day 28 Day 28 Day 10-,-5Y Fc)u NF C,SRNCR To 50' 3 ' 3622 2y/ V AA7 at V SE o R r.1 E Q To b\( S " 3 S3 Li 1-1 3 10—II-IS I-oumoAilcrl n! R T ZS' f= Jy Z13 L1S/P ia3 Iv -1%, -95 CIL I GUNO. bo bI `I 80 S" 30 93 4-151 6 U-'= Fw•;lr.:. 3 3 ySi l'S9 S-" la a3 9s Co t;tjs 7,3537,5.5a,5.3,2, y.%/,.51 j 3 L'/ y IV G'7J Q S Oi7 ro..P W!'nrn•rr;' lnn,f y7- 3 89 a 11 11-pp- y5 S/c h.. r C7 r y 3 75 UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: February 6, 1996 Addressee: Project: DAILY THRESHOLD REPORT NO. 27 City of Sanford P. O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Sanford, Florida - Job No. 1237 Date Inspected: January 25 - January 26, 1996 Inspector: Todd Buckles Structural Steel 05120 A structural steel reinspection was performed (see daily Report No. 25 and Rose Engineering and Associates letter). 1 B. Four column caps were made accessible to view. No. 34 - welded '/4 in. X 6 in. each side - complies with SJI 107.7B No. 35 - bolted 3/4 in., A325 - complies with AISC Table 4 (28 kips) No. 45 - bolted 3/4 in., A325 - complies with AISC Table 4 (28 kips) No. 46 - bolted 3/4 in., A325 (one side) complies with AISC Table 4 (28 kips) welded 1/4 in. X 6 in. (one side) complies with SJI 107.7E Need Engineer of Record's approval for welded connections and remainder of unviewed columns. 1 C. Still need joist certifications from Quincy. Two columns were made accessible to view. No. 34 and No. 46 - A 2'/2 in. X 2Y2 in. X'/4 in. X 12 in. angle was welded to each bottom chord angle and to the stabilizer plates. The 3/16 in. X 6 in. butt welds in each location complied with AWS D1.1. Need Engineer of Record' s approval on this repair procedure and remainder of unviewed locations. (four not verified). 1 E. Column Nos. 34, 35, 45 and 46 were made accessible to view. Tails were welded to stabilizer plates with > 3 in. X 3/16 in. Need Engineer of Record's approval for this procedure and other unviewed columns. 2A. Column Nos. 77 and 68 were still missing expansion bolts. Column No. 41, Room Nos. 109 and 103 are all per contract drawings. Need Engineer of Record's approval for remaining locations. 5A. Bottom chord bracing was made accessible and is in -place per contract drawings. This satisfies note No. 5A. 5B. Bottom chord bracing is in -place per contract drawings. Welded connection at joist girder and bottom chords are inaccessible. Need Engineer of Record's approval. Page 1 of 2 Pages 0 Project No. 18341-001-01 T Date: February 6, 1996 DAILY THRESHOLD REPORT NO. 27 9B. W14 Beam at Column 33: burned holes were covered with a 4 X 12 X '/4 in. plate. A 3/16 in. fillet weld was present on three sides. A butt weld was present between this plate and the intersecting beam clip. Need Engineer of Record's approval for 12 in. plate in lieu of 14 in. plate and butt weld one side. The following items are not satisfied per Engineer of Record repair procedure and/or contract documents reference Leroy Turner, Rose Engineering letter). 3A, 3B. 5A and 6A Items outstanding: 1 A, 1 B, 1 C, 1 D, 1 E, 2A, 2B, 4A, 4B, 5B, 6B, 6C, 7A, 8A, 8B, 8C, 9A, 9B, 10A, 11 A and 12A. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. Attachment: Rose Engineering Letter Page 2 of 2 Pages L E C - 4-, — - — W E =i 1 _ _ - _T I r•1 r-.: i_, E I ha C: _ ROSE ENGINEERING A SSOCT.ATES, INC. Consulting Structural Englneors TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Theatres Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON:,- December 18, 1995 Prircpei: Jim C. Aoce, P.E. Assorlatos: . Leroy Turner Jr., P.E. Thomas A. MoCRmster PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratsina Construction Company ITEMS OBSERVED: Erected in -place structural framing. l STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full height. B. Majority of structural steel framing in -place. Erection incomplete at lobby, store front, and covered entry. C. Majority of roof (complete with decking, rigid insulation, and topping) in -place. Metal deck anchorage and etc. not exposed to view. D. No encasement of column bases; Base plates exposed to view. E. Metal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, B, & C/S10 and Detail B/S5A) A. Noted no stiffener plate under joist girder bearing seats (i.e. Columns ,#23 55). Contractor shall install stiffener plate per Contract Drawings. Post Office Box 8703 - Dothan, Alabama 36304.0703 - 2157 Denton Road 36303 • (334) 794-0792 • FAX: (334) 794.0417 a 4_+ - - - LJ E L1 1 _ - - T 1 111 1-: L:7- 1 t4 Const. Rev. - U.A. Seminole December 18, 1995 Page Two B. Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or joist girder bottom chord. Contractor shall provide stabilizer plate at proper location. E. Reminded contractor to weld all bdttom chords to stabilizer plates in accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/S7: A. Noted anchorage of columns to wall was incomplete. Contractor shall, provide anchorage in accordance with Contract Drawings.' B. Noted locations where dimension from centerline of column to face of CMU wall was greater than 4". Instructed contractor to increase clip angle size (leg dimension and thickness) as required. 3. Joist bridging interrupted by R.T.U. ducts: A. At uplift bridging at first bottom chord panel points, contractor shall IoCate bridging as near as possible to first bottom chord panel point. B. At interior bridging locations, top and bottom chord bridging shall be installed at each side of R.T.U. as indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations - (Reference Details A'& B/S8): A. Noted location where no framing in -place at perimeter of R.T.U. curb. Contractor shall install framing as required. B. Noted locations where no deck support framing was in place at roof I openings (i.e': R.T.U. ducts, fans, downspouts, etc.). Contractor shall install deck support framing in accordance with Contract Drawings. I I' Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. C. 7. Bottom chord bracing of root<-gtrder beams and joist girders - (Reference Sections 3 & 4/S9): A. Noted no bottom chord bracing in -place. At gitr beams, contractor shall provide angle brace 2"X2"x3/16" from joist to bottom flange of beam. , Field weld angle brace to joist and steel beam with 1/8" fillet all around. B. At joist girders, contractor shall install bracing in accordance with the joist girder manufacturer's requirements. Reference Section 2/39 - Noted the following conditions: A. No anchorage of C6X8.2 to pilaster at Aud. #101 & #102. B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist is not in accordance with Contract Drawings. Advised contractor to add clip angle 2"X2"X1/4". Field weld clip angle to top flange and vertical leg of joist,top chord and to vertical face of brace angle. Also, the brace angle should be located at approximately the center of pilaster. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 and Section 6/S9): Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Requested contractor to provide connections in accordance with Contract Drawings. Advised any field provided holes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6/S7): A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract. Drawings. B. At Column #38, two (2) anchor bolts had been cut of t'/2" above base. plate. Advised contractor to weld exposed anchor bolt to base plate all around. C. At Column #6, contractor shall weld cne (1) anchor bolt to base plato all around. Const. Rev. - U.A. Seminole December 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Reference - Roof beam to beam bolted connection: A. Noted locations where holes were burned in beam web for proper alignment of beam. Advised contractor to weld connection angles to beam web with 3/16" fillet all around. B. Noted one (1) location where holes were burned in beam web but were not used. Advised contractor to provide minimum four (4) inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed web thickness, and be welded all around with 3/16" fillet. 10. Noted one (1) roof joist where roof deck did not appear to be welded to joist. Joist located near Column #54; length of in question anchorage t 13 feet. Advised contractor that self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. 11. At metal wall studs in -place, no metal stud bridging was installed. "'Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Reference - Anchor Bolt Projections: At many locations, the anchor bolt projection was observed to be excessive. Bolt projections of 3-1/2" above the top of column base plate were noted; therefore, the projection above top of footing would be 5-3/4". The anchor bolt setting detail indicates anchor bolts to have a four (4) inch projection above top of footing. bolt embedment in concrete footing is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate the significance of reduced bolt embedment. Please advise if this office is to perform such a review. Leroy Tu er, Jr. Rose Engineering Associates, Inc. United Artists Theatre Circuit, Inc. 9110 E. Nichols Avenue, Suite 200 Englewood, CO 80112-3405 303) 792-8801 Fax (303) 792-8811 o 13000o Doug Alexander Vice President Via Facsimile (407/330-5677) February 7, 1996 Mr. Gary Winn City of Sanford BuildingDept. 00.; North Park Lane Sanford, FI '32771 RE: United Artists Theatre 430 Towne Center Circle Sanford, FL 32771 Dear Mr. Winn, This is to certify that United Artists will not occupy the above mentioned building, for the purpose of conducting business to the public until a Certificate of Occupancy has been received. cerely, i Doug Al xander Vice ; sident Construction cc: Les Miller, VCC STATE OF COLORADO ) ss. COUNTY OF ARAPAHOE ) On the 7th day of February, 1996, before me personally came Doug Alexander to me known to be the person described in and who executed the foregoing foregoing instrument, and acknowledged that he executed the same NORMA HIXON Notary in and for the State of Colorado LSTALPUBLIC TEOFOLORADOj MY COMMISSION EXPIRES 10/25/97 United Artists Theatre Circuit,, Inc. 9110 E. Nichols Avenue, Suite 200 Englewood, CO 80712-3405 303) 792-8801 Fax (303) 742-8811 1 ';'.V 1 V I - Doug Alexander Vice President Via Facsimile (447/330-5677) February 7, 1996 Mr. Gary Winn City of Sanford Building Dept. 300 North Park Lane Sanford, Fl 32771 RE: United Artists Theatre 430 Towne Center Circle Sanford, FL 32771 Dear Mr. Winn, This is to certify that United Artists will not occupy the above mentioned building, for the purpose of conducting business to the public until a Certificate of Occupancy has been received. rely, Doug Al xander Vice sident Construction cc: Les Miller, VCC STATE OF COIDL,O ) Ss. COUNTY OF ARAPAHOE ) On the 7th day of February, 1996, before -:rye personally came Doug Alexander to me known to be the person described in and vho executed the foregoing foregoing instrmlent, and acknowledged that he executed the same MORMA NIXON Notary in and for the State of Colorado NO i ARY PUBLIC STATE OF COLORADO i/i 30t1d tt@BZ6L£0£=0I MY COMMISSION FYPIRP.q 1 n13r,107 IN3WdO713A30 vn = Wo2I3 6£ ' £ t ss-Lo-s33 UNIVERSAL Ofces In Orlando Gainesvilleaines E-NGINEERING SCIENCES rsMe;rnislland Consultants In: Geotechnical Engineering • St. AugustineDaytona Beach Environmental Sciences • Construction Materials Testing West Palm Beach January 8, 1996 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-8 Project No. 18341-001-01 T Dear Mr. Winn: Attached are daily field reports and summary for the referenced project for the period of December 10, 1995 through December 24, 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 9 Project No.: 18341-001-01 T Date: January 8, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-08 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 or testing this period. Cast - In -Place Concrete 03300 No inspections or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 No inspections or testing this period. Special Inspection Lo Added: 0 Resolved: 0 Outstanding: 6 Submittals Received Fourteen ( 14) compressive strength test results received from Peico. See the attached copies. Compressive strength test results meet contract drawings and specifications. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 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.: 18341-001-01T Date: January 8, 1996 1 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 '/2 in. expansion anchor Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: U N IT a TIsYs I HER -TER SUMMARY OF IN -SITU DENSITY TESTS CONTRACTOR: SHEET NO.: I TEST DATE TEST NUMBER; LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd PCF) yd max,) Required Obtained 2 - I C FA rG . P A 0 iol .S 4, to-7• -7 CORNFR oF 3L 8. 0 SV a& of Lpc 103, I o pC l03.1 pl 6 1 261 E of C,EN-Te - 13/-Ac, S q7, p 7 1 ZS' v.l GF C-61IMP, f 10 2 100.9 Io- N V0 Q-c)Ptqc-:P, op ja4Da. jof.,59.0 10c) 98.7 aO E 101.o q9.s 10 30' E of TE5,T 41 103. o1 • f 10' 1 o Es-( a I 3•0 O1. I Z O' E OF TEsT e I I o2 . z. I .7 13 30' E, of T ES-1 k 12- ICA.( 103.( I y u" o E T E5T 'o 13 103 . I I o I - (' 15 10 E 0r TEST "-/4 103.9 102, y o S aF TEST M IS 041.3 IOZ•$ 1LIS, W of T a l61 1 lol •Z N 4 to" E 6F 3w Coua lol,5-9 Y7. I 95. 1 ct So' N OFw 97,0 S. 2) 2-5' N oF S ( Qop 97.Lj q6.0 Z1 1S 1 7. `1 I ' o d = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. s Erwkonmontai Sciences • Giootechnicai Engineering Threshold inspection 9 Constrmtion Materials Testing REGISTERED ENGINEER LICENSE NO.: 0 PROJECT: U r f _112) A RTIS%5 THEA iFk5 CONTRACTOR: U CC SUiV MARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required Obtained E of SW oRrvC o b S. Z So' E of fin(QcetIER 28, 2 C.7 Zy 7S E CcR l0q, 7 103. Z 2d L of T +' Z rlg,o 2 S of TOS7 " 1,0 99•5- 27 Zo ' of T +' Z(, 98.8 97. 3 Z 2-0' E aF T651 °2-7 02-y 0c)- CoMfSR 99. 7.9 zo 1 I Ofz TEST 3 30' nl o - aZ• lot, Z 2 lo' E o T 31 102,0 too. 5 T FsT rt 3Z Io3. Z lol . -7 ZO' iJ o F TEST 14 33 S Zf" W FTES-1 3 IDZ.p I ,s pj or -, 35 03. o . 10-5 9S 37 2S' G F 1 C Iol. " 98.G 7• I 38 25' S o F TEST A 3 I6 of "38 tpo.l 98.9 0 3c' S aF T w 3 98.E 57- z 41 jo E of TE5T' `10 96.9 tiZ_3oS of TFsT d y l 9.6 S• 1 yd — IN -SITU DRY DENSITY 11 yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: 2 PROJECT: U N ITC90 O R'I 5TS Ne64T R CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: NUMBER TEST I DEPTH BELOWSURFACE (FT.) i TESTED TEST RESULTS 1 y, a IN -,SITU DRY DENSITY I y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. EnwronmeMal Sciences • Gootechnlcal Engineering Threshold InspocUon • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: v N I T[ () A (kj 16T5 1 H FATL: 2 CONTRACTOR: Y GC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q TEST NUMBER LOCATION DEPTH BELOW SURFACE (Fr.) MATERIAL TESTED TEST RESULTS COMMENTS Le ya IN -SITU DRY DENSITY I y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL. ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcel Engineering Threshold Inspection • Constriction Materials Testing REGISTERED ENGINEER LICENSE NO.: a PROJECT: J,1J( 7 lE 10 T H [A T C2S CONTRACTOR: v 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 0-13 s 8 t 1` o S q p ", iS ley. 1 1 oo - 3 8 8 CoLe, Ia/. S 9• 91.3 9S', IoZ,3 loo .6 oil r00.9 99•41 @ 35 98. 97.1 I 3 Ic., la,.Z 95 Ec.E 'ToPRO q9.9 98. L-16 1 % U C'0/1 n ow,; ' „ C/ 3e 35 Oo 3 V 7 r.G G/ I lc oTad 9 II-15 i02 U I I L. ti JG3.`1 OI• y y, = IN -SITU DRY DENSITY Ye max.) - MAXIMUM LABORATORY DRY DENSITY EDUNIVERSALENGINEERINGSCIENCES, INC. Envirvnmontal Sciences • Gootechnical Engineering 7hnnho d Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: Ur, 11CIV 2 rt- S 1 -71 firer SUMMARY OF IN -SITU DENSITY TESTS CONTRACTOR: SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYd PCF) ya max.) Reeauired Obtained 3-13, 0W :. O d D/.S 9 9 f(7.0 5t i 167 p w. End IUS. 1I- 9S 07!o7 td. 1-.,d 10 Cl r- Iio3.0 tU1-S ro.-w.. e / Ca/urn /w..rrihon7Y i U• I , y r C.•lUM h „ r.v., s ivy. G lol. I 1 a 10 ti. S lEyd 1 G3. S End 9Fs•9 47.cf 116 I--y- 7 Mj V,. 7 11( l U3 C. E_"d r r. 611. 7 00 y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences - Geotechnical Engineering Threshold Inspection - Construction Material: Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: uytcS A Y-Tx 15 71tecite, CONTRACTOR: UC c MIX DESIGN: / L-/oc' '1 G• 2" AY DESIGN STRENGTH: CiCJ U PSI COMPRESSIVE STRENGTH LOC SHEET NO.: / r REGISTERED ENGINEER LICENSE NO.: PROJECT: U1 i 1'ree P ./lit i'5%5 Tl 1 c4 to CONTRACTOR: VC C MIX DESIGN: _ P30C 5 28-DAY DESIGN STRENGTH: 30 PSI COMPRESSIVE STRENGTH LOG SHEET NO.:. Set . Date Type Pour Location FSlump Air (%) Com ressive Strength (psi) Comments No. Poured in.) 7 Day 28 Day 28 Day UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N 1Tfn n gnT s- o T i EPCt ER 5 CONTRACTOR: V CC. MIX DESIGN: P - 30 lD,SZ 28-DAYDESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Comve Strength(Psi) Comments 7 Day r2BDay 28 Day Foy AAT'at1 NE QcPjQ(-ZA To 0' ,S 311, 362-7. yvv/ 6 J S l= o n C Q To ;W 5 " S3 ti L ti I L-1317 3 10-11 - S Fac nIAArIGI T ZS' t S" Z 3 isia yya 3 lb -16 -9s CoLF60N0. 4 % O D LJ`1S`J S 1 7 6ty elory b' to a3 95 s 3Li. 4 3.r,.s 563, << -c- va 3gt8'J I J 1 -fS BSI 6 q . I (7 s UNIVERSAL ENGINEERING SCIENCES, INC. LmaEnvironmental Sciences • Geotechnical Engineering ThreshoW Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: ,'tecl rt: S s 1 ' QGTk 9- . CONTRACTOR: VC MIX DESIGN: a05 28-DAY DESIGN STRENGTH: 3004 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / SetSet Date Poured Type Pour Location Slump in.) Air (%) Com ressive Stren th si Comments 7t Day 28 Day 28 Day llGCi1 14 i rG 5w - cr 1s>i', l Z 1 5-0G7 L/ Cj f I u= IFS 3pkUNIVERSAL Ly i F YrENGINEERING SCIENCES, INC. f, h S i i Environmorrtal Sciences • Geotechnicai Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PEICO R•'<:a«ice\ TM 44'9.. O. PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.02 OWNER: United Artists # SETS: CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on Grade @ E. end of Auditorium 4101 FIELD INFORMATION DATE SAMPLED: 12/01/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #• 118 TICKET #: 2806963 BATCH TIME: 10 : 3 2 am TIME SAMPLED: 10:55 am LOAD SIZE• 10 FIELD REMARKS: CONDITION OF CYLINDER: Good 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• CONDITION OF CAP: Good 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 12/06/95 5 77500 28.26 2742 D 2 12/08/95 7 88000 28.26 3114 D 3 12/29/95 28 28.26 FRACTURE MES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Resped'ef 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, ORLANtio, FL 32809 407) 855-4422 (FAX) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION_;,QMP U'VERSAL EN31 NNEER; NG SCIE REPORTOFCOMPRESSIVESTRENGTHTESTSNCI 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 4104 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 TEST 1 2 3 CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 6" x 1211 DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST ( DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 12/ 04/95 3 75000 28.26 2654 D 12/ 08/95 7 87500 28.26 3096 D 12/ 29/95 28 28.26 FRACTURE ES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar RespeciEf p. y submitted, DISTRIBUTION COPY: Profe i #ih1 Engineering Mr. Jeff Reed Ins. on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Josep F. Mincuzzi, P.E. Mr. Jay Ohanesian Vice resident Mr. Jim Rose 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, ORL ADO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY TM R E I L_ D PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC r sZ BORATORIE`'C UNIVERSAL ; r ES REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.01 OWNER: United Artists # SETS: 2 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: 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 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 Jose 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 DQOLD TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC e* s t^RORATOMTS CO 4 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: 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 12/04/95 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: Profeksio al Engineering Mr. Jeff Reed Insctb 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, Sum 400-8, ORLANDo, FL 32809 407)855-4422 (FAs)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PEIC 1 .Q 711i'''/ 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 DATE SAMPLED: 11/10/95 SAMPLED BY: M. Hanson SUPPLIER: Rinker TRUCK #: 8221 TICKET #: 2669126 BATCH TIME: 6:45 am TIME SAMPLED: 7:20 am LOAD SIZE: 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: Y40CMG SPECIFIED STRENGTH: 40.0'0 3000 AIR TEMPERATURE: 74 CONCRETE TEMPERATURE: 72 WATER ADDED ON SITE: 0 SLUMP: 7 AIR (%) UNIT WT• LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURER COMPRESSIVE TYPE OF TEST DAYS) LOAD (#) AREA(in ) STRENGTH (psi) FRACTURE STATUS 1 11/13/95 3 50000 28.26 1769 b D 2 11/17/95 7 69500 28.26 2459 61 D 3 12/08/95 28 28.26 4 12/08/95 28 28.26 FRACTURE PES: A -Cone, B-Cone & Split, C-Cone & Shear, D- Shear,.E-Columnar Resp c lly submitted, DISTRIBUTION COPY: Prof 1 nal Engineering Mr. Jeff Reed In ion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs JoF. Mincuzzi, P.E. Viresident STOF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLAxw, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDAL.E NEw JERSEY P I!! C t1 tV t11///II 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 FIELD TEST DATA DATE SAMPLED: 11/13/95 DESIGN MIX #: Y40CMG SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 4000 3 0o a 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 121' 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 b C 2 11/20/95 7 71000 28.26 2512 5 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. ORA`!cE BLOSSOM TRAIL, SUITE 400-B, ORLANDo, FL 32809 t407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEAcm FT. LAUDERDALE NEW JERSEY PEIC ttt' ; at3 a r+i PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952328.00 OWNER: United Artists # SETS: 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 PRPM SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 4000 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 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 5------------------------------------------------------------------ Respec lly submitted, Prof s nal Engineering Ingp lion 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 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, ORLA1NDo, FL 32809 407) 855-4422 (FAx)855.0021 1.800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY DQOi O TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC S 44BpRAT0 RlE5 GOe c 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 MEASURER 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 Res Pro I Y 1 n submitted, Engineering 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 BLOSSOM TRAIL, SucTE 400-B, ORL.ANDo, FL 02809 407)855-4422 (FAx)855-0021 1-800.688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY Uff EEL RECEIVED PROFESSIONAL ENGINEERING AND INSPECTION COMPAjVy. 1r,qsIMP C,BORATO R{ES G0 4 UNIVERSAL ENGINEERING SCIENCL 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 : 5 0 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 1211 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 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, DISTRIBUTION COPY: Profes 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 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, SurTE 400-B, ORLANDo, FL 32809 407)855-4422 (FAX)855-0021 1-800-688.1786 NEST PALM BEAGN FT. LAUDERDALE NEW JERSEY PEica lt\> M illw''1 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 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: 61I x 121I TEST DATE OF AGE FAILURE MEASURES 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 141500 28.26 5007 D PASS 4 12/05/95 28 138500 28.26 49.01 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 Concrete Testing Laboratory" 6220 S. ORANGE BL0550N TRAIL, SUITE 400-B, ORLMi00, FL 32809 407)855-4422 (FAx)855-0021 1.800-688-1786 NEST PALN BEACH FT. LAUDERDALE NEW JERSEY PEiC PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 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 : 4 6 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 (%) 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 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 i 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 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 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: 4000 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 1211 TEST DATE OF AGE FAILURE MEASURER 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: Prof e 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, Surn 400-5, ORLANDO, FL 32809 407)855.4422 (FAx)855-0021 1-800-688-1786 WEST PALS( BEACH FT. LAUDFADALE NEw JERsEr ri TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, 1Nc s C^BORATORIES 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 50'S 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 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 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 RespIhF. y submitted, DISTRIBUTION COPY: Profal 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 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW IERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION CD - c CAe0RATORISS G0 4 2 01995 - REPORT OF COMPRESSIVE STRENGTH TESTS . UNIVERSAL ENGINEERING SCIENCES 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 FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: P30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 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 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 Respectf 1 y submitted, DISTRIBUTION COPY: Profes 1 Engineering Mr. Jeff Reed Ins e n 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 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, ORUNDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALN BEACH FT. LAUDERDALE NEW JERSEY r V UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing January 8, 1996 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-8 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 10, 1995 through December 24, 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 e Project No.: 18341-001-01 T Date: January 8, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-08 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 or testing this period. Cast - In -Place Concrete 03300 No inspections or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 No inspections or testing this period. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 6 Submittals Received Fourteen ( 14) compressive strength test results received from Peico. See the attached copies. Compressive strength test results meet contract drawings and specifications. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD: ts Special Inspector No. 0745 Project No.: 18341-001-01T Date: January 8, 1996 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 6 12-08-95 Expansion bolt North and south end of mezzanine, elevation 11 ft. 8 in. in. expansion anchor used in lieu of 1/2 in. expansion anchor Reviewed By: Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. i PROJECT: U N IiT.E0 f RTISYS TH c-R- TER CONTRACTOR: V CL SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: I TEST DATE TEST NUMBER; LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTSTS COMMENTS PCF) Lyd max.) Required Obtained Er4 Tr . PAo lUI .S q, lo-7• 7 9S fp Co F & j$.o J \ h t^ or- LAC I C) I I AC lo3,I ol. N F- OF (-, lo .S 100.0 26' E Or- CENTS` - 131-AG, S q7,o 7 G F C.E/%17'E a F to 2. 00 . °I lo-- Ca Nc F Jol. 9,0 to . Z 7 S E 101.0 q9.s 10 0' E OF E a 103. ol. I 10, l o F T EST n 10 3.0 OI. Z o' E OF TE5-r oil 02.Z I-7 13 30' E, of T Esi It 12- 1aq.(- 1o3.r ly U' b 6F TEST '0 13 103.1 101•G IU' I. or TEST `icy 103.q l02 , y S 6F TE5T 1S 041.3 IOZ•$ 1 5' lam/ of TEST y IoZ,7 lo/ -Z 5' N 4 Io F- of 97. 95. I So' ' 5vj 97.0 S_ ZS• OF S L QoPmgjZ y, = IN -,SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Gootechnkel Engineering TMvshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: L. PROJECT: r4 I-T Eb A RT16-16 T-1« iEies CONTRACTOR: U C\ C i SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 2 TEST DATE TEST NUMBER i LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) yd max.) Required I Obtained 0-9-95I %i I I 7<-,- F 'F 1 "_'0, rn I I , — I C-/o A 14i 4 I ai'C-,. I qc- I GREASE WFEEINE ONE INEI ME NINE 0101 Yd = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. I Environmental Sciences • Geotechnlcal Engineering Threshoid Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: L_ z PROJECT: U r4 I TC-n R 1 i5T5 60 T = CONTRACTOR: V C.C, SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST. BELOW M ya a IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY i UNIVERSAL ENGINEERING SCIENCES, INC. EnWronmental Sciences • Geotechnical Engineering Threshold inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N I T[ n A 0.j I ST5 ( HE A TC 2 CONTRACTOR: Y CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q TEST RESULTS row'". i HIM INE®ice f r al 10_® MINE Elm® INEINERIN• IINE NINEME ME EN NEEI MIN IN 0 y, = IN -SITU DRY DENSITY (y, max.) - MAXIMUM LABORATORY DRY DENSITY u UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sckwww • Geotechnlcal Engineering Threshold lnspectlon • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: L -. PROJECT: U hI l -T- jE 6 1'12T1 S! S 7N CA 1 F-A-5 CONTRACTOR: V Cr _ 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 lal. S 9• 9? • 3 55 , loz,3 loo .8 2- 100.9 99•f 3S 98.6 9 7 I loci - Z V'lb V C6lvn vwrd' n CRJ 0 / l Gl •S 9 /, C%"i i J 7/G• r 35 O 6 ia;. 7 1 1 -I 395 0: lU I cti G3.`1 y US IGq lr. L-7-"f 116.67 yd = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: PROJECT: SUMMARY OF IN -SITU DENSITY TESTS CONTRACTOR: SHEET NO.. TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTSTS COMMENTSyd PCF) Lyd max.) Required Obtained 0- I3-95 I - aCj-9S 0io7 V. f-nd r ro.• C. e ;"/ 69 Co/•wrn /pinrlhon7Y f•G k Ul• I 1 361 i OCorLw., 1faG. l la y. 5 1= rc1 f O S l I G'.. S v Iy 9fs.9 97•c/ l/ s Idti w. l6 U r- i laa.9 1 I17/03 hj v/. 7 r I 1 151 03 L. E»,d Uy. yd = IN -SITU DRY DENSITY (yd max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: PROJECT: U'" cc ArfiiS1,, hec er- CONTRACTOR: Vc C- MIX DESIGN: )/ L-focl 1 G- 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOC SHEET NO.: / UNIVERSAL ENGINEERING SCIENCES, INC. GooftctmkW Engkwering fled hmpecdm - Const ctlon Motwkgs T•s" REGISTERED ENGINEER LICENSE NO.: PROJECT: i i'fiec Q t, s l s Th c4 to CONTRACTOR: JZ C L MIX DESIGN: /:'3005 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set`, Date Type PourE Location Slump Air (96) Com ressive Stren th si Comments No. Poured in.) 7 Day1 28 Day 28 Day REGISTERED ENGINEER LICENSE NO.: PROJECT: V N rruE I_I RTIS t 5 TLi L P l ER5 CONTRACTOR: V CQ- MIX DESIGN: P - 30 IDSZ 28-DAY DESIGN STRENGTH: 3000 P51 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Set , Date Type Pour Location Slump Air (%) Com ressive Strength(Psi) Comments No. Poured in.)1 7 Day 1 28 Day 1 28 Day r!a:: UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Scienc" • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: /`1 rt S s CONTRACTOR:yC (I MIX DESIGN: ';05 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No.. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7pDay 28 Day 28 Day l/" —95 l il l, L%wI rG S/ cr SST i' . JZ )' OG 7 I i UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PEIC 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 TEST 1 2 3 LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD (# ) AREA (in ) STRENGTH(psi) FRACTURE STATUS 12/06/95 5 77500 28.26 2742 D 12/08/95 7 88000 28.26 3114 D 12/29/95 28 . 28.26 FRACTURE YPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar RespedtlB 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 BLO550N TRAIL, SUITE 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY np- PROFESSIONAL ENGINEERING AND INSPECTIOWd MP UN1VE Sq E,GINEER(,VG SC(EREPORTOFCOMPRESSIVESTRENGTHTESTS NCcS PROJECT: Seminole Theater ORDER #: 952715.01 OWNER: United Artists # SETS: 2 CONTRACTOR:_Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION.OF POUR: W. end of Auditorium #104 FIELD INFORMATION DATE SAMPLED: 12/01/95 SAMPLED BY: D. Hanson SUPPLIER: Rinker TRUCK #: 118 TICKET #: 2806947 BATCH TIME: 7 : 3 2 am TIME SAMPLED: 8:20 am LOAD SIZE: 10 FIELD REMARKS: CONDITION OF CYLINDER: Good TEST 1 2 3 FIELD TEST DATA DESIGN MIX #: P3065 Req SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 61 CONCRETE TEMPERATURE: 75 WATER ADDED ON SITE: 10 SLUMP: 6 AIR (%) : UNIT WT: CONDITION OF CAP: Good LABORATORY TEST DATA SPECIMEN SIZE: 6" x 121' DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST (DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 12/04/95 3 75000 28.26 2654 D 12/08/95 7 87500 28.26 3096 D 12/29/95 28 28.26 FRACTURE TfES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respe f y 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 Josep F. Mincuzzi, P.E. Mr. Jay Ohanesian Vice resident Mr. Jim Rose STAT OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector Number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BL0550M TRAIL, SUITE 400-B, ORLANDo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDEADALE NEW JERSEY TM R E D PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC s 4480RATORIE9 GO e UNIVER P,L REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: W. end of Auditorium 4104 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 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 Jose 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, ORL.ANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE IVEW JERSEY DC OCO TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC e S C, 80RATORISS G0 4 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: 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 12/04/95 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, SUCTE 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: 40,H 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 MEASURES COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 11/13/95 3 50000 28.26 1769 76 D 2 11/17/95 7 69500 28.26 2459 61 D 3 12/08/95 28 28.26 4 12/08/95 28 28.26 FRACTURE PES: A -Cone, B-Cone & Split, C-Cone & Shear, D- Shear,.E- Columnar nal Resp c y submitted, DISTRIBUTION COPY: Prof 3 Engineering Mr. Jeff Reed In n 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, OFL. 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 A RORATORIES GO 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: 4000 3c)o e 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: 61I 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 b 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 Reslelly submitted, DISTRIBUTION COPY: Pronal Engineering Mr. Jeff Reed Iion Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs Mr. Jay Ohanesian Mr. Jim Rose Jos. Mincuzzi, P.E. Vicsident STATE OF FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Tes.ting Laboratory" 6220 S. ORANCE BLOSSOM TRAIL, SUITE 400-B, Om-ANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688.1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY DQOL O TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC eS LABORATORIES GO Q 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 PRPM SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 4000 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: 611 x 1211 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 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, Sum 400-B, ORLANDO, FL 32809 407) 855-4422 (FAx) 855-0021 1.800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY D 0 0 7ld PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC r G Q er- ARORATORlE5CO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952583.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comn 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 Res Pro I ly submitted, al Engineering on Company, Inc. Jose h F. Mincuzzi, P.E. Vic President STA 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 400-8, ORLANDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688.1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY rz[r±E RECEIVE TM j PROFESSIONAL ENGINEERING AND INSPECTION COZY lwNy, 1Nq CA BORATORIES 00 UNIVERSAL ENGINEERING SCIENCE 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 : 5 0 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 (%) : UNIT WT• 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 11/25/95 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, DISTRIBUTION COPY: Profes 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 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. ORANcE BLOSSOM TRAIL, SUITE 400-B, ORLANOo, FL 32809 407)855-4422 (FAx)855-0021 1-800-688.1786 WEST PALM BFACH FT. LAUDERDALE NEW JERSEY PEIC 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: 611 x 12" TEST DATE OF AGE FAILURE MEASURED 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 141500 28.26 5007 D PASS 4 12/05/95 28 138500 28.26 49.01 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 Concrete Testing Laboratory" 6220 S. ORA4GE 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 #: 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: 611 x 1211 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 i nal Engineering Mr. Jeff Reed In 1 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 Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORLkNco, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952426.0.0 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: 4000 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: 611 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, Surn 400-B, ORLANoo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PAL.N BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc S 4'"ORATORIES GO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952827.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comn 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: 611 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 RespIhF,. y submitted, DISTRIBUTION COPY: Profal 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, ORLANUO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM/ BEACH FT. LAUDERDALE NEW JERSEY r• TM PROFESSIONAL ENGINEERING AND INSPECTION C© ' t j cIt C^BORATO RiEs CO Or C 2 01995 REPORT OF COMPRESSIVE STRENGTH TESTS UNIVERSAL ENGINEERING SCIENCES 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 FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: P30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 am AIR(%): LOAD SIZE: 10 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 611 x 121I 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 FRACTIIRE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 y submitted, DISTRIBIITION COPY: Profes 1 Engineering Mr. Jeff Reed Ins e n 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 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 0 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing January 8, 1996 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-9 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 25, 1995 through December 31, 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: January 8, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-09 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 Slab on Grade: Main Lobby Area: elevation 69 ft. 0 in. Vapor barrier installed meets contract drawings and specifications. Formwork sizes, dimensions, location and supports meet contract drawings and specifications. Concrete Reinforcement 03200 1. Slab on Grade: Main Lobby Area: elevation 69 ft. 0 in. Reinforcement ( welded wire mesh), size, grade, spacing, lap splices and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1. 110 cubic yards: 3,000 psi. Slumps: No. 1 - 31/2 in., No. 2 - 51/2 in. (specification 5 in. maximum). Two sets of four cylinders cast. Test cylinders cast by Peico in accordance with the appropriate ASTM Standards. Concrete placed meets contract drawings and specifications except: Slump No. 2. Will monitor compressive strength results. Unit Masonry 04200 No inspections performed this period. Page 2 of 3 Pages Project No.: 18341-001-01 T Date: January 8, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-09 Structural Steel 05120 Column Anchor Bolts: Column Nos. 38 and 26 between Auditoriums 101 and 110: elevation 69 ft. 0 in. Welded size (1/4 in.), length and, location meet contract drawings S7 Section 6, project specifications and construction review letter from Rose Engineering & Associates, Inc., Mr. L. Turner, P.E. dated December 18, 1995. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 6 Submittals Received Six ( 6) reports of compressive strength tests received from Peico this period. Compressive strength results meet contract drawings and specifications. WJD: ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No.'0745 Page 3 of 3 Pages Project No Date: 18341-001-01 T January 8, 1996 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 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: Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: U N I rEo ( RTIS'TS TH E R`r'E R CONTRACTOR: \/ CC_ SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTS PC y, max') Required Obtained I C - . PAO ivl .S q, lo-7. 7 I? 5T 7 p . I oF 3L q8. o 1 96-61 Sv. E of LAC, Io3.1 41 fzN of3asc. I L N F- of `, l01 •S loo.o 1:1 25 f, of CENTe - 134Ac, S 9' o 7 ZS' W vF C.ElfTER, of Io2 .Ll I Oo -ci Io - N k,,,l CURNC F i!)aa 101. 9.O 1 oo Z 7 1 D, E oF T T 101.0/. Iv 3o' E of E a 1o3. IDI Z- o = o f TEST all 0 Z• Z o• 7 13 3oE of T ESi 12- loq.(- 103.t' I `I o" o f T E5T '` 13 I o3 . I 10 1.1r IS IoI, oF TEST `/4 lo3.q Io2, y S of TEST I5 IO I.3 IOZ•B I S' k&/ of Est y IoZ.7 o/ •Z 10- -g 18 S ' N 410' E of Svl Lp"va l0/.5" 9. 97.1 I So' N OF SW 9 7, O S. ZU 2,5 ' N oF S l QoP.MCjz 9.Ll 16.0 Z I I S I Ll G' o y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY EBUNIVERSAL ENGINEERING SCIENCES, INC. wkonmentsl Schnces • Geotechnkal Engineering ThrosNo d Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U rI I7EO A pTIS-LS Tr/C 4 TFMCS CONTRACTOR: U CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Z TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) y, max.) Required Obtained S 2- 2 ' E of SV• oRNc 01.579• I q ( . 9 1'S'6157,,:- 13 50' E of SW QoPt4ER 28, 2 ZH 1.5 ' Lo R o`// 7 1 O . Z 20' L oP T 11 2 5 1 I?.o Z S of TEST " I.0 99• S 27 Zo' of T r 2L 98.8 9).3 21 2o' E oi= TESL °27 02-Li Oo- R 99. 7.9 q2I * I , - z l ti • 3 3 30 /l o - " b2 • 101, Z 10' E o T 31 102,o 100. S 33 20' t l at TFS7 "32- IO's -Z lol .7 ZO ' 1J F TEST ' 33 U I • 100. 1 3v Z- 5 W F Fs-t 3 IvZ.p I .S l 103. o. 10-5- 9S 37 26 S c3F 1 C ol. ' qB.G 97.1 8 2S' S of Tr 7.8 u-q 10' - of E " 38 100.L1 98.9 o k)' S aF )+ 3 98.7 97. 2- 41 E o f TE5T 0 90 tG • 9 H L S of -T F-S-T `11 9 6 8. 1 y, - IN - SITU DRY DENSITY s r ENGINEERING y, max.) - MAXIMUM LABORATORY DRY DENSITY Environmental Sciences 9 Geotechn/cal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: - _ U (' ITGOO O RT (.T>TS TNCd Cl CONTRACTOR: V C.C. SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 3 i m LOCATION DEPTH BELOWCOMMENTS TESTRESULTS y, s IN -SITU DRY DENSITY yd,max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. LadEnvironmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U N I T[ Q (kj 15-Tj I EA Tc= (Z CONTRACTOR: Y CC SUMMARY OF IN —SITU DENSITY TESTS SHEET NO.: y SURFACE TESTED TEST RESULTS IMM mm mm 0 Y. = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGI NEERING SCIENCES, INC. r ro Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materiats Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: VIJ(Tj=/' A/ZYIS15 Tf,[A jC/Zj CONTRACTOR: v C,L i SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) L Vd max.) Required Obtained o s q a ", S loy, I 22- b • 1 l 0O. 3 ale 8 2 af b- (o - .5' 1 O CoL lal. S' 9• 91.3 9s , 9 107-,3 loo .8 2- 00.9 99•`I 35 98. 9 7 • I y 3 lol, loa •Z ELE ToPRO 98• lV'lb J G COlunn ;,,d n 97 i 3 11-I3g5 off 1 /v w =n l0l 5 q 9 oLl.( 03 c-h I6,3.1-1 y 0Ll oq w. E/ 10j.) l0S I / 6 q :. L•,P I1'.v 1 1 /5 y y, a IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY 49' UNIVERSALT+ ENGINEERING SCIENCES, INC. qF . Envknnmente/ Sciences • Geotechnical Engineering Throshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: %n i %r fi; S 1 -71 n4fer5 CONTRACTOR:yc(- SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYa PCF) Ya max.) Required Obtained l-13-95' o 6)V d U/5 9,9 107.0 95y US`1 1 1 G 7 p 'j. E'd US. I I-o!1-95 r, 'io w. „ CMG. 7 i u / rbrw. l Ca/uvyv Fpwv ihoH7Y i<l • U/• % 0 5- l l y 3 '. Eh 9 f1.9 4 7• ` s w" w . IIG Oil oti.i laa.9 H 7 03 102).) 614-/.0 ya = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL u. i REGISTERED ENGINEER LICENSE NO.: PROJECT: ('1141i tej -Art; 5 tS T:1 co fc r CONTRACTOR: MIX DESIGN: 28-DAY DESIGN STRENGTH: 3GG j pgl COMPRESSIVE STRENGTH LOG SHEET NO.: / Set Dade Type Pour Location Slump Air (%) Com ressive Stre h(Dsil Comments No. Poured ( in.) 7 Day 28 Day 28 Day UNIVERSAL q.' ENGINEERING SCIENCES, INC. f id a: REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOG ROJECT: ONTRACTOR: AIX DESIGN: z8-DAY DESIGN STRENGTH: 3GrXj PSI SHEET NO.: / m_r.. . REGISTERED ENGINEER LICENSE NO.: PROJECT: U17/ eat' A rtJS 1 5 e(i-rer_ CONTRACTOR: VC C_• MIX DESIGN: _/ LIOC-N G 28-DAY DESIGN STRENGTH: 3 CX) G PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / set NO. Ddv Poured Type Pour Location Slump in.) Ak {%) r Commence 7 Day 28 Day 28 Day a cc I I N I J 11'13- S l ce)l Tz wot ?a S,w4/ n l T L/u 7G Liz F C 1-9-9S r-, / illVj Gi " J - r 7" 3715 39k/ wo, 7" ioG9 y sb REGISTERED ENGINEER 1 LICENSE NO.: PROJECT: J N CrEfJ A gn s-r5 T i L I;-T.E r,S CONTRACTOR: v CC_ MIX DESIGN: P - 3b %s Z 28-DAY DESIGN STRENGTH: 3a00 P51 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 Fou DAT,o(d Niff Cc,RNC-:R To 50 362-7 1 lti yN G S L- O q C Q To J' yV y 3E31 L/ -! Li I LI J l 7 3 lo-11-15 FcumioAriav STo Z E sy3 2-3 yS /a y 3ia bC) ip SM 3dL 1 1-/51 Lii577 S G7 s 6 S" 318 30'-/ ySl a l `lS 9 a a3 ys col -J ti 7 53 s s33 << v 5 ' 3 ff 9 il-9s col 5 6-/! I( l j' S Q 5 "it, '> W rrr I i' l 7 39gl 359;L 1;UNIVERSAL P ENGINEERING SCIENCES, INC. vftonmw bl Scams • Geotechnical Engineering Threslwa Inspection • Construction Materiels resting REGISTERED ENGINEER LICENSE NO.: PROJECT: i "\Cct..x" CONTRACTOR:VC L MIX DESIGN:)$ f 28-DAY DESIGN STRENGTH: 30U4 PSI i i 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 5 l Cif l,'J4Ii TC S lr sr i', e 2 1I S70G7 A. Envfronmerrta/ Schwwes • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: Vh I'tC Q CONTRACTOR: C C MIX DESIGN: 3OGS 2a-DAY DESIGN STRENGTH: JD XJ 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 r,U.:li/r-0.Y;L1,1, = .> G• 131 1-1 UNIVERSAL ENGINEERING SCIENCES, INC. as REGISTERED ENGINEER LICENSE N TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC S C480RATORIE5 CO 111 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: Pro fe8 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 PEICO PROFESSIONAL ENGINEERING AND INSPECTIC 2 u 1995 UNIVERSAL EN1r!' iLERi1:"'G S lENCESREPORTOFCOMPRESSIVESTRENGTHTESTS 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 Rest 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 MEASURED 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 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respect ly submitted, DISTRIBUTION COPY: Professinnal 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, ORLANOO, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY UEE T. PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INc s Qe ABORATORIEs CO 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:8UNIT WT: FIELD REMARKS:_2 Cylinders 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 11/09/95 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 PEIC PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 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: 611 x 121' TEST DATE OF AGE FAILURE MEASURER COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(inLL) 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 400-8, ORLkNDo, FL 32809 407)855-4422 (FAX)855-0021 1-800.688-1786 NEST 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 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 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 i0ly 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 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, ORLmNw, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEAoi FT. LAUDERDALE NEW JERSEY 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 : 52 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• 7------------------------------------------- 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 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 *Dnhl 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. ORANCE 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 Project No. 18341-001-01 T Date: January 8, 1996 DAILY THRESHOLD REPORT NO. 23 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 26, 1995 Inspector: . Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 Slab on Grade: Lobby between auditoriums 101 and 110: elevation 69 ft. 0 in. Welded wire mesh (6 X 6 - W1.4/W1.4), placement and lap splices meet contract drawings and project specifications. Cast - In -Place Concrete 03300 No inspection activity this date. Unit Masonry 04200 No inspections this date. Structural Steel 05100 Column Anchor Bolts: Column Nos. 38 and 26: between auditoriums 101 and 110: elevation 69 ft. 0 in. Weld size (1/4 in.), length and locations meet contract drawings and (S7 Section 6) and project specifications and Construction Review Letter dated December 18, 1995 from Rose Engineering Associates, Inc., Mr. L. Turner, P.E. 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: January 8, 1996 DAILY THRESHOLD REPORT NO. 24 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 27 1995 Inspector: Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 No inspections or testing this date. Cast - In -Place Concrete 03300 Slab on Grade: Lobby between Auditoriums 101 and 110: elevation 69 ft. Concrete placement cancelled this date. Unit Masonry 04200 No inspections this date. Structural Steel 05100 No inspections this date. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. RP UNIVERSAL. ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing January 8, 1996 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-9 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 25, 1995 through December 31, 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: January 8, 1996 Addressee: Project: WEEKLY THRESHOLD SUMMARY REPORT NO. UA-09 City of Sanford P. O. Box 1788 Sanford, Florida 32771 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 Slab on Grade: Main Lobby Area: elevation 69 ft. 0 in. Vapor barrier installed meets contract drawings and specifications. Formwork sizes, dimensions, location and supports meet contract drawings and specifications. Concrete Reinforcement 03200 1. Slab on Grade: Main Lobby Area: elevation 69 ft. 0 in. Reinforcement ( welded wire mesh), size, grade, spacing, lap splices and form clearances meet contract drawings and specifications. Cast - In -Place Concrete 03300 1. 110 cubic yards: 3,000 psi. Slumps: No. 1 - 31/2 in., No. 2 - 51/2 in. (specification 5 in. maximum). Two sets of four cylinders cast. Test cylinders cast by Peico in accordance with the appropriate ASTM Standards. Concrete placed meets contract drawings and specifications except: Slump No. 2. Will monitor compressive strength results. Unit Masonry 04200 No inspections performed this period. Page 2 of 3 Pages o Project No.: 18341-001-01 T Date: January 8, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-09 Structural Steel 05120 Column Anchor Bolts: Column Nos. 38 and 26 between Auditoriums 101 and 110: elevation 69 ft. 0 in. Welded size (1/4 in.), length and location meet contract drawings S7 Section 6, project specifications and construction review letter from Rose Engineering & Associates, Inc., Mr. L. Turner, P.E. dated December 18, 1995. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 6 Submittals Received Six ( 6) reports of compressive strength tests received from Peico this period. Compressive strength results meet contract drawings and specifications. WJD: ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Page 3 of 3 Pages Project No Date: 18341-001-01 T January 8, 1996' Addressee: Project: i 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 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 '/2 in. expansion anchor Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: V N I TFQ ( RT sTs THE R-TE R CONTRACTOR: - v QL SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: I TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd PCF) ya max,) Required Obtained Pap lvl •S q, log• 9S 7 10 . I Co P.M E R c, F i3L q8.0 96. LlX, SY C of11 Ib3• I AI ( Co" -F f3LOC, 101. S' N F- of (., lol •s 100.0 Io 25 E of CEN,-e - 134c, S 97.0 7 ZS G F C.ENTE or- 0,Lm. to Z. Ll 100.9 CQANC-R, OF 13,4 ol. 9.O IU . Z 98.7 I 3 E oF T T 101.0 q 9. 10 30' E of TEa 103. IDI. I 10' 1 OF EST 10 3.0 p!. Z o' E o F TE5T 1b2• Z 1 O. 7 13 30t, of T E51 12- loq.(- 103.( 114 Z v' c, 6r- TE5T ¢ 13 103- I 101•G S IUI_ 0i TEST /4 103.9 jC>2, y o S aF TEST 15 1041.3 IOZ•8 I4qS' Iti/ oi= r~s-c rl lloz. 7 10/ -Z nl 10, E of Svl CdRNe lol.5" 9. 97. 9S. 1 SO F 117.0 S - Zo N o S L Qop 97.Li 96.0 Z I 7, y ya = IN -SITU DRY DENSITY vmam. ye max.) - MAXIMUM LABORATORY DRY DENSITY wkonmental Sciences • Geotechnlcal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U t _T Fd A RT Is16 Trl CA TFA5 CONTRACTOR: _ _ / CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: 2- TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSYa PCF) 6 (Ya max.) Required Obtained S 2Z 2 ` E of Sv oRN ol.S 4• q. v S , Z 50E of V( Qopkt4ER 2, 2. C•7 t Zy 1, E o R 1 &4/ 7 I o . 2. 2- 0' L oP T a 2 5- Ig.o Z S of TEST " 1. 0 99• S 27 Zo' of T 2(o 98.8 9).3 2. 2_0' E aF TES-t °zi 02.`i DO. R 91. 4 97-1 1 - Z l01y.3 3 1 2>0/ nl o- " aZ- 10I,2- Z o' o T 31 102.0 I00.5 33 20' t r 'ES7 32 I o3 • Z Io/ . Zo 1J OF TEST 33 UI. 1co.I 3S' ZS W 3 F T ES-1 3 IvZ.p foo,s l 103.1 lo. to- 5-9S 37 2.S' F 1 C c, W FIZ ol. " 98.G 7• I 8 2-S' S o r= Tr- 7.8 S'G. I Icy' - of t= " 38 o0.`I 98.9 0 3o' S OF i 3 98.7 97.2. 91 E of 8M 94 • 9 HL S of 7E-S7 dyl oi9.6 98. ya — IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Enrlronmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: Ul- ITGOO O R T (ITS rICV) 7* e CONTRACTOR: V C.C., SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: J LOCATION DEPTH•MATERIAL SURFACE (FT.) TESTED TEST RESULTS NO v. s IN -SITU DRY DENSITY UNIVERSAL r y max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: PROJECT: N I TC 0 ( j 15-T5 1H F A TL %Z CONTRACTOR: Y CC SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: q TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTS Mw y, = IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. Envlronm•ntal Sciences • Geotechnicat Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: V rJ (i- l= JQ A RTI 5 f 5 / H [A j C/S CONTRACTOR: Y Cc> SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.: Is -- TEST RESULTS Yd a IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY a ra., fENGINEERING SCIENCES, INC. s*t REGISTERED ENGINEER LICENSE NO.: PROJECT: %n i reJ fi S l fei-S CONTRACTOR: VCCc SUMMARY OF IN -SITU DENSITY TESTS SHEET NO.. TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTSyd P(;F) 96 ( mom) Required Obtained li-13 -9S l0 6 1/UFl = . Ord 0/.5 9. 9 07 U 1 1 G 7 105,w• EnJ IOS. `f l o b• tl 1 11-0-0-9.5 1 pia w. f „ 106. 7 1 } U / b."On e Co/rMn FG,,rf,hun7Y 1 2.G Ul• 1 9 l i a I i } col- rqta oG. l Iati.S I1 3 a s 9 S1. 9 q 7- cf r I s- 1 d'r w 1/(, E% t-J i o aa.9 7 C-/ 03 -" j 1/0. 2 Ui. 7 19 J 3 Ul Y d oy. U yd = IN -SITU DRY DENSITY yd max.) - MAXIMUM LABORATORY DRY DENSITY EDUNIVERSAL ENGINEERINGSCIENCES, INC. Environmental Sclonces • Geotechnical Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: L- -- ---- aROJECT: _ _t,,ni fed t SfS T ec,fcr ONTRACTOR: V G G MIX DESIGN: 28-DAY DESIGN STRENGTH: _3GG j PSI COMPRESSIVE STRENGTH LOG SHEET NO.. REGISTERED ENGINEER LICENSE NO.: n A COMPRESSIVE STRENGTH LOG ROJECT: l/ n,' fP F' I7i f' S f5 i P iycr ONTRACTOR: y G C AIX DESIGN: P 3 O A J 8-DAY DESIGN STRENGTH: 3 000 PSI SHEET NO.: / REGISTERED ENGINEER LICENSE NO.: PROJECT:yW1 d /AYIJS fi. Thecj CONTRACTOR: VCC-- MIX DESIGN: C,N Cl- 28-DAY DESIGN STRENGTH: 300 U PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / S®t No. Oaf Poured 2'95 Type Pour• Fll -cell Location IV. r c^ /._T Slump In.) Alt Com esstNye StrengartComm®nte 7 Da a 5y 28 Day 28 Day Gc11 L/T ce1/ I= vial -*' 5. Wo/ "p / .T 7" 05 79 11-16 s F llcci fv. _, o-,,,... , ,T G l9 Li'OS L1/US T o1 S ' /-, 0-1 S' W i, nnaoC S I -3 711 37 l 5 3 9kl c 7' Lioc9 y/sue µUNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.: z COMPRESSIVE STRENGTH LOG PROJECT: l.J N rm) CONTRACTOR: U CC MIX DESIGN: 28-DAY DESIGN STRENGTH: 3000 PSI PSI SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(Psi) Comments 7 Day 28 Day 28 Day 10-G-5Y Fov DATIa(ti) N.F C6RNC-A To o . 3 ' 362-7 Li y/ yL, G cJL oP r.CR YO VJ 5" 53 L7''I! 3 7 3 to -II -S Fc>u,\l0ATiW T ZS' t GJN0. b 6 GI O S" 3Q4 L/ L-Jf59 S 7 60 7 co -jar G GG s L S" J 10 lSa 6 r9 s ti s 3 s 3 3 < < v 3 f&l 1( 1 -rG- S dab W n.fr .c'rr5 .-; a i 39gl 309a Ir-a-qS S1 I ( 7 aa GS b b .ro - 4-1, s- 3 7 rUNIVERSAL aENGINEERING SCIENCES, INC. REGISTERED ENGINEER 1 LICENSE NO.: PROJECT: Art Srs CONTRACTOR: VC MIX DESIGN: 28-DAY DESIGN STRENGTH: 3cyjo PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Stren th(Psi) Comments 7 Day 28 Day 28 Day 11. _ 5 l= ll Cei( Qq I 1 rc S a 7 ENGINEERINGITERSAL lamaEmlronmental Scler"s • Geotechnlcal Engineering lhreshoid Inspection • Constriction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: CONTRACTOR: VC C— MIX DESIGN: F3005 28-DAY DESIGN STRENGTH: JOGrJ 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 C. 00, CeL,,Z %r;i UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection • Constriction Materials Testing REGISTERED ENGINEER LICENSE NO.: PEICO PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 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 50'S 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 (%) UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE: 6" x 12" TEST DATE OF AGE FAILURE MEASURER 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: Pro fe8 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 RoseJosiF. Mincuzzi, P.E. Vicresident STAOF FLORIDA: Registered 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 PROFESSIONAL ENGINEERING AND INSPECTIC cgI I A'rrYt u 1995 UNIVERSAL E^;;,I E,G SCIENCESREPORTOFCOMPRESSIVESTRENGTHTESTS 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 FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: P30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 am AIR(%): LOAD SIZE: 10 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 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 7-------------------------------------- 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 on Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs OF Mr. Jay Ohanesian Mr. Jim Rose Jose F. Mincuzzi, P.E. Viceesident STAT FLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORA.NcE 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 rw-s 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: 611 x 12" TEST DATE OF AGE FAILURE MEASURER 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 BL0550M TRAIL, SUITE 400-B, ORI.WDo, FL 32809 407) 855-4422 (FAx) 855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PEic a S;'f! /mil PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 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 12" TEST DATE OF AGE FAILURE MEASURED 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 ly submitted, Resp10F DISTRIBUTION COPY: Profal Engineering Mr. Jeff Reed Inon Company, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Richard Gibbs JoseMincuzzi, P•E. Vicedent STATLORIDA: Registered Professional Engineer Number: 0038162 Registered Special Inspector number: 0952 Accredited Concrete Testing Laboratory" 6220 S. ORA\GE BLOSSOM TRAIL, SUITE 400-B, ORLWDO, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY PEIC: 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 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'I AIR (%) UNIT WT: LABORATORY TEST DATA SPECIMEN SIZE:. 61' x 12" TEST DATE OF AGE FAILURE MEASURER 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: 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 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. ORAYGE BLOSSOM TRAIL, SUITE 400-B, ORLAh DO, FL 32809 407)855-4422 (FAX)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY i 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: 6:52 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: 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 112500 28.26 3981 D PASS 4 12/14/95 28 110000 28.26 3892 D PASS 7-------------------------------------- FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectf 1 y submitted, DISTRIBUTION COPY: Profes i al 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. ORA\cE 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. 18341-001-01 T Date: January 8, 1996 DAILY THRESHOLD REPORT NO. 23 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 26, 1995 Inspector: Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 Slab on Grade: Lobby between auditoriums 101 and 110: elevation 69 ft. 0 in. Welded wire mesh (6 X 6 - W1.4/W1.4), placement and lap splices meet contract drawings and project specifications. Cast - In -Place Concrete 03300 No inspection activity this date. Unit Masonry 04200 No inspections this date. Structural Steel 05100 Column Anchor Bolts: Column Nos. 38 and 26: between auditoriums 101 and 110: elevation 69 ft. 0 in. Weld size (1/4 in.), length and locations meet contract drawings and (S7 Section 6) and project specifications and Construction Review Letter dated December 18, 1995 from Rose Engineering Associates, Inc., Mr. L. Turner, P.E. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. i Project No. 18341-001-01 T Date: January 8, 1996 DAILY THRESHOLD REPORT NO. 24 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 27 1995 Inspector: I.Robert Lafata Earthwork 02200 No inspections or testing this date. Concrete Reinforcement 03200 No inspections or testing this date. Cast - In -Place Concrete 03300 Slab on Grade: Lobby between Auditoriums 101 and 110: elevation 69 ft. Concrete placement cancelled this date. Unit Masonry 04200 No inspections this date. Structural Steel 05100 No inspections this date. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 — WJD: ts Universal Engineering Sciences, Inc. PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 952715.01 OWNER: United Artists # SETS: 2 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: 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 N/A 2 12/08/95 7 87500 28.26 3096 D N/A 3 12/29/95 28 117500 28.26 4158 D PASS 4 12/29/95 28 121500 28.26 4299 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfullysubmitted, Professional Engi.;-.zering 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. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose Engineer Number: 46854 Accredited Concrete Testing Laboratory" 6220 S. ORANGE BLOSSOM ('RAIL, SUITE 4"0^13, ORLA.ND0, FL 32809 407)855-4422 (FAx)855-0421 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: 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 77500 28.26 2742 D 2 12/08/95 7 88000 28.26 3114 D 3 12/29/95 28 124000 28.26 4388 D PASS 4 12/29/95 28 120500 28.26 4264 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection 4 submitted, Engineering Company, Inc. 40 {I.u(/li 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 TRAM., SUITE 400-8, ORIANDD, FL 32809 407)855-4422 (FAx)855-0021 1-800-688-1786 WEST PALM BEACH FT. LAUD:RDALE NEW JERSEY TM PROFESSIONAI. ENGINEERING AND INSPECTION COMPANY, INC S 44808ATORIES GO 4 - 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 3.511 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 48000 3918 3 12/29/95 28 45000 3673 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: 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 PAL`N BEACH FT. LAUDERDALE NEW JERSEY TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY', INC S ` ABURATURIBS r' n REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066.01 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 23 & 27 FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 12/28/95 DESIGN MIX #: R30A SAMPLED BY: DH SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 45 TRUCK #: 143 CONCRETE TEMPERATURE: 72 TICKET #: 2807662 WATER ADDED ON SITE: 5 BATCH TIME 8:04 am SLUMP: 4.5 TIME SAMPLED: 8:30 am AIR(%): LOAD SIZE: 10 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 01/04/96 7 123500 28.26 4370 D 2 01/04/96 7 107500 28.26 3804 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 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 Engineer Number: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose 46854 Accredited Concrete'Tes.,ting Laboratory" 6220 S. ORANGE BLOSSOM TRAIL, SUITE 400-B, ORIANDO, FL 407)855-4422 (FAx)855-00,21 1-800-688-1786 WEST PALM BEACH FT. LAUDERDALE NEW JERSEY A UEL TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC CABORATORIESGO REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953066.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Slab on grade between columns 37 & 45 FIELD INFORMATION DATE SAMPLED: 12/28/95 SAMPLED BY: DH SUPPLIER: Rinker TRUCK #: 765 TICKET #: 2807672 BATCH TIME: 9:52 am TIME SAMPLED: 10:30 am LOAD SIZE• 10 FIELD REMARKS: FIELD TEST DATA DESIGN MIX #: R30A SPECIFIED STRENGTH: 3000 AIR TEMPERATURE: 49 CONCRETE TEMPERATURE: 74 WATER ADDED ON SITE: 0 SLUMP: 5.5 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 01/04/96 7 118000 28.26 4176 D 2 01/04/96 7 121500 28.26 4299 D 3 01/25/96 28 28.26 4 01/25/96 28 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. g- 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, ORL-NDO, 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 FIELD TEST DATA DATE SAMPLED: 12/08/95 DESIGN MIX #: R30A Reg SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 65 TRUCK #: 765 CONCRETE TEMPERATURE: 76 TICKET #: 2807169 WATER ADDED ON SITE: 0 BATCH TIME: 8:34 am SLUMP: 5.2 TIME SAMPLED: 9:10 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(inLL) 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 128000 28.26 4529 C PASS 4 01/05/96 28 124000 28.26 4388 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection X4_1 submitted, Engineering Company, Inc. rttll__ I— o - 96 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, 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 #: 952827.02 OWNER: United Artists # SETS: 2 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: 2nd floor 50'S 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 12" TEST DATE OF AGE FAILURE MEASURED 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 120500 28.26 4264 D PASS 4 01/05/96 28 128500 28.26 4547 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspection Company, Inc. j / k 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 D00 TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC T ttS ` ARORATO CO C RIES SPECIAL INSPECTION REPORT PROJECT: Seminole Theater DATE: 12/27/95 OWNER: United Artists DAY: Wednesday CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 PROJECT LOCATION: Sanford, Florida ORDER No.: 953066 TYPE OF INSPECTION: Special Inspection REPORT No.: 01 PERFORMED BY: M. Hanson QUALIFIED BY: JFMincuzzi,P.E. MEMBERS/AREA INSPECTED: Concrete pour scheduled for 7:30 am cancelled upon arrival. REMARKS: Rescheduled for 7:30 am 12/28/95. VERBAL INSTRUCTIONS: GENERAL NOTES: ON-SITE: 7:25am OFF -SITE: 8:00am TRAVEL: 1 TOTAL HOURS: 2* Respect y submi ted, DISTRIBUTION COPY: Profe tonal Engi ering Mr. Jeff Reed I pection Com ny, Inc. Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington H. Elzweig, P.E. Mr. Jay Ohanesian President Mr. Jim Rose STATE OF FLORIDA Professional Engineers Number 034163 DENOTES MIN. CHARGE) Professional Inspectors Number 0343 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 T tt` s Cq RORATO ALES GO 4 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 45000 3673 3 12/20/95 28 45000 3673 PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully,,•submitted, DISTRIBUTION COPY: Professionaliragineering Mr. Jeff Reed Inspecton,Company, Inc. Mr. Ron Stotser Mr. Brian Core G Mr. Bob Casper Mr. Bill Worthington Jeffery D-: 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 PALM BEACH - FT..LAUDERDALE NEW JERSEY o TM PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC 7 tt` P S < ABORATORIFS GO 4 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_50'W & 50'S 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 7" 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 51000 4163 3 12/26/95 28 53500 4367 PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Insnection Company, Inc. Jefh3:yD. ucker, :- P . E Senior Engineer STATE OF "FLORIbA: ti Registered Professional Engineer Number: DISTRIBUTION COPY: Mr. Jeff Reed Mr. Ron Stotser Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Mr. Jay Ohanesian Mr. Jim Rose 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 MEW JERSEY PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: Seminole Theater ORDER #: 953969.00 OWNER: United Artists # SETS: 1 CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION OF POUR: Dumpster Pad @ West Side of Building FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 02/26/96 DESIGN MIX #: P30A445 SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 78 TRUCK #: 256 CONCRETE TEMPERATURE: 84 TICKET #: 2732574 WATER ADDED ON SITE: 10 BATCH TIME: 1:02 pm SLUMP: 4.5 TIME SAMPLED: 1:45 pm AIR(%): LOAD SIZE: 9.5 UNIT WT: FIELD REMARKS: LABORATORY TEST DATA SPECIMEN SIZE: 61I x 121I TEST DATE OF AGE FAILURE MEASURE COMPRESSIVE TYPE OF TEST DAYS) LOAD(#) AREA(in ) STRENGTH(psi) FRACTURE STATUS 1 03/01/96 4 63000 28.26 2229 D N/A 2 03/04/96 7 87500 28.26 3096 D N/A 3 03/25/96 28.26 4 03/25/96 28.26 FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully Professional Inspection Apr submitted, Engineering Company, Inc. Jeffery D,' Tucker, P.E. Senior Engneer"' STP,TE OF FLOPIDA : ,' Registered Profe1s°sional 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 CITY OF SANFORD FIRE DEPARTMENT 1 303 SOUTH FRENCH AVENUE SANFORD, FL 32771 J. T. "Tom" Hickson Fire Chief Administration: (407) 322-4952 Fire Loss Mgmt.: (407) 322-9400 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences • Construction Materials Testing February 20, 1996 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-13 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 January 28, 1996, through February 3, 1996. 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.: 18341-001-01T Date: February 20, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-13 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Todd Buckles Earthwork 02200 No inspection or testing this period. Cast -In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 A reinspection of items noted by Engineer of Record's field representative was made. Three of the items have been completed. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None received. WJD:ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Project No.: 18341-001-01 T Date: February 20, 1996 - 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, East wall No. 26 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster Norht and south of Columns No. 41 Lap splices short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 1 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 Wall Mezzanine: west and south in. vs. '/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By: 1 Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. ROJECT: v i P ./tyfiiStS h ec tcr ONTRACTOR: G G SUMMARY OF IN -SITU DENSITY TESTS - SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE ( FT.) MATERIAL TESTED TEST R LT ' COMMENTS ya PCF) y,) Required I Obtained 7 C, o , Ccl. 3 161.5q. 9 07•-/ i l 30' I;• d, G 0L G I I ua,y I lu•-1 130 SG' l=• of Cal. 0- S I 1 0.3 i , I UO•}f y, — IN - SITU DRY DENSITY ya max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: PROJECT: V N IT.E(J CONTRACTOR: V CC_ MIX DESIGN: P - 30 (05Z 28-DAY DESIGN STRENGTH: 3000 PSI PSI COMPRESSIVE STRENGTH LOG SHEET NO.: / A Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Strength(psi) Comments 7 Day 28 Day 28 Day to-G-Itr Fou DAT,at' N "ap' To o' .5 3 " 62.7. yytil yy G Z S t= o K c a To "w S" N Li L1317' 3 o-I - 5C r-irAAr«rSW 0,0AN,5P,To ZS' E S " 1?3 y ya 3 IV'16' 1 1 GJNO. b0 b 1Lt O S 309 4-15-1Q tiys9 S J G7 I G& (.5 6 s" 31 s ys y yc 9 GOGJ o 3o`y3 ysla/tis9 r G GG s S 689 j l'ys col t - S c-s r-ls y„ a D 6 9 S C D S/ rn r 7 3 q9'] g9 bb r v6 siA13 duo, /t /05/ 9 l S $ g299 3 1L /'yf 5/tib E„o / N S 31/y 413 UNIVERSAL ENGINEERING SCIENCES, INC. Envlrorunsnte/ Sc/er"s - Geotechnical Engineering Threshold Inspection - Construction Materials Testing REGISTERED ENGINEER - LICENSE NO.: f ,TiPROJECT: lg i'fPcC A't "t, / k eg r`er CONTRACTOR: V CC MIX DESIGN: 28-DAY DESIGN STRENGTH: 3600 PSI COMPRESSIVE STRENGTH LOG SHEET NO.: l/ UNIVERSAL ENGINEERING SCIENCES, INC. a a , 4 , y .:ir,.t 11,1 i I.: • • r .W ... • • .,... . ... • REGISTERED ENGINEER UCENSE NO.: PROJECT: A CONTRACTOR:yC L MIX DESIGN: 94!e: -S Cf 28-DAY DESIGN STRENGTH: 30a0 PSI COMPRESSIVE STRENGTH 4OG SHEET NO.: BMW InUNIVERSALENGINEERINGSCIENCES, INC. Fjr#*Onnmwftl Sciences • Geotechnkat Engin"ring Throshokl lnvectlon • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: UY7t/terX / fiJS 1 5 ec,er CONTRACTOR: VCC- MIX DESIGN: C-f-) G 2"AY DESIGN STRENGTH: 3cx) O PSI COMPRESSIVE STRENGTH LOC SHEET NO.: so( No. Dals pours 95 Type PoLff F11 cell Location ill e-e 67'/ 1•-T Slump in.) 171, Air(96) Comments 7 0 651-1 28 Day 3L/< f 28 Day 3 3 I!-ra yy 1 1' 13 - 5 11 Ge r 11 cc11 d ^ t - 1= • Wa I I T6 5. \,va l nc0 ' =T t, a /j 33 Ge--z 5 s L/ l7G 11-16 S illccl iV.=• =T v//US 9 LICCII R, ,O 11 tCr 0 G Sp 11-1%95 Ilcell WcsT. III Vcrl e.cQ rd • _T t5;U-tar! -slei 1 =t 7 S tL i/OS7 4-11/y0 Fir II cell rv,Cork-T So'w. cl—I 56'S.-F'p."r 7-5" IGy L 3 ui3G% 11 1-l-CIS C/ S, en,:1' ou7S. Wa1 UG1 9/fs 36%3 b' T N fi tlrf4 tiff 1 7bri ` REGISTERED ENGINEER LICENSE NO.: PROJECT: (n I. ted i4rt,$fs T ec,fcr CONTRACTOR: V G G MIX DESIGN: 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG SHEET NO.: UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER UCENSE NO.: Project No. 18341-001-01T Date: February 20, 1996 DAILY THRESHOLD REPORT N.O. 28 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: January 31, 1996 Inspector: Todd Buckles Structural Steel 05120 1A Column No. 55: Audition Room: 124 ft. A '/2 in. stiffener plate was welded 8 in. X 3/16 in. both sides. Weld size and length are not shown on plans for the above location. 1 D E Column No. 62: Audition Room: 124 ft. Stabilizer plate was relocated properly. Plate welded with a 3/16 in. fillet weld, one side, per project plans. These items now resolved. 6B Column: auditorium: elevation 138 ft. C6 X 8.2 is in place per contract drawings. Above 3 items referenced on the attached Rose Engineering letter, submitted by Leroy Turner, Jr. Remaining items will be inspected when contractor is ready. WJD:ts Attachment: Rose Engineering Letter Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. 4•, G Z 1 = e T I r•1 r z 1.4 C c RoSI, ENGINEERING VSSUC;'f_A 'ES, INQ. Gonsuf(rrt J Slrv(ur l (=rr lnGpr TO: Stotser & Associates 601 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Thoatres Sanford, FL CONDUCT=n C rTIKb.r; rm C. aoH, r,t. 1hcr+v 1 A; tfcGnm.l. ONSTRUC7ION REVIEW ON,.,* December 18, 1995 PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vralsina Construction Company ITEMS OBSERVED: Erected in -place structural framing, STATUS OF CONSTRUCTION: A. Exterior masonry walls in -place full height, B. Majority of structural steel framing in -place. Erection incomplete at lobby, storefront, and covered entry. C. Majority Of roof (completo with decking, rigid insulation, and topping) in -place. Motal deck anchorage and otc. not exposed to view. D. No encasement of column bases; Base plates exposed to view. E. ivlotal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, S, & C/S10 and Detali B/S5A) A. Noted no stiffener plate under joist girder bearing seats (I.e. Columns #23 8, k55). Contractor shall Install stiffener plate per Contract Drawings. w` ' r:—. n. ..... ...... . .... V V V V J Q I I 1 V - i flu—, D 'C 2F3-9 WED 1 6 a 5G J I M ROSE INC' Const. Rev. - U-.A. Seminole December 18, 1995 Page Two B. Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify Joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or joist t girder bottom chord. Contractor shall provide stabilizer plate at propeF location. E. Reminded contractor to weld all bdttoc chords to stabilizer plates In accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/87: i A. Noted anchorage of columns to wail was incomplete. Contractor shall, provide anchorage in accordance with Contract Drawings. B. Noted locations where dimension from centerl(ne of column to faceof CMU wall was greater than 4". instructed contractor to increase clip angle size (leg dimension and thickness) as required. 3. Joist bridging Interrupted by R.T.U. ducts: DS, A. At uplift bridging at first bottom chord panel points,' contractor shall iodate bridging as near as possible to first bottom chord panel point. Pik 3U eA s u B. At Interior bridging locations, top and bottom chord bridging shall be Installed at each side -of K.T.U. as Indicated on Framing Plans, 4. Support ram(ng at R.Y.U. and roof opening locations - (Reference Details A'& gs$): J A. Noted location where no framing in -place at perimeter of R.T.U. curb.:* urb.; ; Contractor shall install framing as required. B. Noted locatlo`ns where no deck supportframing was In place at roof openings ( i.e: R.T.U. ducts, fans, downspouts, etc.). Contractor shall' Install deck support framing in -accordance with Contract Drawings. I 4/) 6Z I r-- ZJcC:-1:F?—yam WED 1 7 00 J Z 1'{ ROSE Z NG . Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of roof girder beams and joist girders - (ReferenceSactiont3a4/99): A. _ Noted no bottom chord bracing In -place.. At girder beams, contractor shallprovideanglebrace2"X2"x3/1 V from joist to bottom flange of bea3.m. Rold wold angle brace to joist and steel boom with 118" fiilot all around, B. At joist gliders, contractor shall install bracing in accordance with the joistgirdermanufacturer's requirements. 6. Reference Section 21S9 - Noted tale following conditions: A. No anchorage of C6X8.2 to pilaster, at Aud. #101 8 #102. i c Ve r 1 e d B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist Is not I'n accordance with Contract Drawings, Advised contractor to add clip angle2"X2"X1/4". Field weld clip angle to top flange and verticat leg of joist topchordandtoverticalfaceofbraceangle. Also, the brace tinglo shout¢ be locatod at approximately the center of pilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 and Section 6/S9): _ Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Requostod contractor to** provido connections In accordance with Contract Drawings. Advised any field provided holes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6/S7): A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract Drawings. g. At Column #38, two. (2) anchor bolts had been cut of-! W above base. plate. Advised'contractor to weld exposed anchor bolt to base plate ailaround. C. At Column #26, contractor shall weld one 1 anchor bolt to base plate all , around. ; t STUTSLP Jan Uo.yb 1U=5y 1Vo.U1( N.Ub G oes LJ¢L i T 02 J I M ROSE I Nl r- 0 . Const._ Rev, - U.A- Seminole Decomber 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Roforonce - Roof beam to beam bolted connection: A. Noted locations where holes were burned in beam web for propor alignment of beam. Advised contractor to weld connection angles to beam wetz with 3/16" fillet all around. r^ B. Noted one (1) location where holes were burned in beam web but were. not used. Advised contractor to provide minimum four (4) Inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed. web thickness, and be welded all aibund with 3/16".fillet. 10. Noted one (1) roof joist where roof dock did not appear to be welded to joist Joist located near Column #54; length of in question anchorage f 13 feet. T Advlsod contractor that, self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match Weld spacing callout. J 11. At metal wall studs In -place, no metal stud bridging was installed. `Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Reference - Anchor Solt -Projections: At many locations, the anchor bolt projection was observed to be excessive.._$oit projections of 3-1 /2" above the top of column base plate were noted; thereford, the projection above top of footing would be 5-3/4". The anchor bolt setting detail Indicates anchor bolls to have a four (4) Inch projection above top of footingdolt embedment in concrete footing Is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate ttje significanoo of reduced bolt embedment. Please advise If this office is to perform such a review. Leroy Tu er, fr: Rose Engineering Assoclafes,.lnc: IJ UNIVERSAL. ENGINEERING SCIENCES Consultants In: Geolechnical Engineering Environmental Sciences • Construction Materials Testing February 20, 1996 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-13 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 January 28, 1996, through February 3, 1996. 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.: 18341-001-01T Date: February 20, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-13 Addressee: City of Sanford P.O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Todd Buckles Earthwork 02200 No inspection or testing this period. Cast -In -Place Concrete 03300 No inspection or testing this period. Unit Masonry 04200 No inspections performed this period. Structural Steel 05120 A reinspection of items noted by Engineer of Record's field representative was made. Three of the items have been completed. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 Submittals Received None received. Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 13165 WJD:ts Special Inspector No. 0745 F—. "--- 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. Date: i 18341-001-01:T February 20, 14b6 - 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 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster Norht and south of Columns No. 41 Lap splices short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Wall Mezzanine: west and south in. vs. 1/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. ROJECT: Jv, i fJ .A rr, StS I e c ficr ONTRACTOR: V, cc SUMMARY OF IN -SITU DENSITY THIS-! SHEET NO.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULT 96 (y max.) COMMENTS Required I Obtained Ya PCF) 6, o- c6i.3Ly 16.5q.9 07.-/ 30'- t i 13U 3G' I. of CAI. S I t I U.3 I UU•}j y, - IN -SITU DRY DENSITY Ya max.) - MAXIMUM LABORATORY DRY DENSITY REGISTERED ENGINEER LICENSE NO.: ll PROJECT: V N tTf0 A RTIS'f5 TFI L—FaIERS CONTRACTOR: V C MIX DESIGN: P - 30 GSZ 28-DAY DESIGN STRENGTH: 3000 P51 PSI COMPRESSIVE STRENGTH L'OG 1 SHEET NO.: Set No. Date Poured Type Pour Location Slump in.) Air (%) Com ressive Streh Psi)Comments 7 Day 28 Day 28 Day F6q DAT-ark' N pAC-A 70 5o' S 3622- i`>`// Z J SE o r, E /L To ', W y 3539 h Li l l 317 3 io-11- S Fou^110ATIoN 5 W Load Fk To Z5E S" 2-?3 ysia yya 3 iv - 1(. -q " Fv No. ioo 6 I O 5" Soy pis a tiys9 S J 07 1-1 6GGi / a S " 3oy3 ySlo L/4-1s9 r G GG e- S" 31 Fls l5Fsa 1-/68y y 316a 0 69 yi s8' S ) Q 6 S I rn r r J 0 3 9 si 3 89 -A l C7 5 i I-aa-GS bb — O— 2n .tom! 4-i. s 3397 L/ 17a v6 l2 /- 9S 19k,0, 14e 10V 3099159 V299 3 iz -9C 3 UNIVERSAL ENGINEERING SCIENCES, INC. wbvnnwnts/ Sciences - Geotechnkat Engineering Thresho; d Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: J ,'fed Arf; "tom, -%h CONTRACTOR: V CC. MIX DESIGN: P3 U G5 ?. 28-DAY DESIGN STRENGTH: 3600 PSI i COMPRESSIVE STRENGTH L.00 SHEET NO.: - IMF 97m EDUNIVERSALENGINEERINGSCIENCES, INC. T1w"hoM Inap.cUon • Conabvctlon Matedah T"Ung REGISTERED ENGINEER UCENSE NO.: PROJECtT: CONTRACTOR: vc L MIX DESIGN: 'J 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH LOG i SHEET NO.: COMDressive Strength (psi) UNIVERSAL ENGINEERING SCIENCES, INC. Efwtmmnentai Schemes • GootechMcai Engineering lhreshoid Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: (Jv,/1 e A rfiJS is hec er- CONTRACTOR: VC MIX DESIGN: y L-/yCr')G- 28-DAY DESIGN STRENGTH: --3 00d PSI COMPRESSIVE STRENGTH LOC1 SHEET NO.: fSetN p 11- 13- 5 Type w ll cal/ vocation 1V. V, f /' -- 7 - Wa - 2 5.w4/ hc0 " —T Slump in') 7 Air( 96) Commonts 7 D a 6 5 y iS / 28 Day 3/- 7 yc Gq 28 Day 3 l7G 7" qs IC I S.F.6orvice ra,Q 3 - V08- 7 Z-./ C' 11-9- 95 t 1_ 7 -. F,e r n 3 15 3 yk/ l/ cam// r, ..a c. .- /sr 711 CS 11- 17 95 l aa-qs r- 1/cell C" WcsTv ll Ilcr?enQ rj 1 _T t, if 3 =rt Firr 7' 510, c7 3aGs L/ US7 3C;? 3 y/ 4,'o 367 3 Fill C"I/ C6,-,T So'%,v. ci cj Sa'S. %Ooov% S" It 4//3 C Jv / CLl S. e.P ou7SWal 1.e.ciY 1 7" G61 39115,36,23 UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER UCENSE NO.: PROJECT: (%n i fed T eo fc r CONTRACTOR: V C. G MIX DESIGN: A 30,zl n-DAY DESIGN STRENGTH: _3GG6 PSI I COMPRESSIVE STRENGTH LOG SHEET NO.: Q:r REGISTERED ENGINEER UCENSE NO.: Project No. 18341-001-01T Date: February, 20, 1996 DAILY THRESHOLD - REPORT NO. 28 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: January 31, 1996 Inspector: Todd Buckles Structural Steel 05120 1A Column No. 55: Audition Room: 124 ft. A '/2 in. stiffener plate was welded 8 in. X 3/16 in. both sides. Weld size and length are not shown on plans for the above location. 1 D E Column No. 62: Audition Room: 124 ft. Stabilizer plate was relocated properly. Plate welded with a 3/16 in. fillet weld, one side, per project plans. These items now resolved. 6B Column: auditorium: elevation 138 ft. C6 X 8.2 is in place per contract drawings. Above 3 items referenced on the attached Rose Engineering letter, submitted by Leroy Turner, Jr. Remaining items will be inspected when contractor is ready. WJD:ts Attachment: Rose Engineering Letter Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. 1 I: 11ii,ijr_i F'.0! c G ROSE ENGINEERINCT Consu((ing Sfru, (oral En jlnpgr TO: ' Slotser & Associates 601 First Avenue Columbus, GA 31901 ATTENTION; . Mr. Ron Stotser J;,.n C. 11OA4. Px_ IlfYrll tt; i..rny Tyr", ,., r.r. ihonvl A. ucCAm,iv PROJECT: U. A. Seminole Town Center Theatres Sanford, Ft - CONDUCTED CONSTRUCTION REVIEW ON-.,- December 18, 1995 PRESENT DURING REVIEW: Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratslna Construction Company ITEMS OBSERVED: Erected in -place structural framing, STATUS OF CONSTRUCTION: A. Extorior masonry wails in -place full height, B. Majority of structural steel framing in -place. Erection Incomplete at lobby, store front, and covered entry. C. Majority of roof (complete with decking, rigid insulation, and topping) in -place. Motal deck anchorage and otc. not oxposed to view. D. No encasement of column bases; Base plates exposed to view. E. ivlot0l will studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girdors to columns: Reference Details A, S, & C/S10 and Detail M5A) A. Noted no stiffonor plate under joist girder bearing seats (i.e. Columns,#23 55). Contractor shall install stiffener plato per Contract Drawings. J QIIivu yD Gr-2F3 9 W E 1 6 S 9 J I Const. Rev. - U.A. Seminole December 18, 1995 Page Two B, Noted bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall Install bolts or verify joist or Joist girder is properly welded to -bearing plate. j J /... IC. Noted locations where joist or joist girder bottom chord does not extend to column. Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. i D. Noted locations where stabilizer plate does not align with joist or joist , girder bottom chord. Contractor shall provide stabilizer plate at propel location. E. Reminded contractor to weld all bottom chords to 'stabilizer plates In accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/ST A. Noted anchorage of columns to wail was incomplete. Contractor shall, provide anchorage in accordance with Contract Drawings. a COu u r B. Noted locations where dimension from centerline of column io face; of CMU wall was greater than 4 . instructed contractor to increase clip engle size (leg dimension and thickness) as required. 3. Joist bridging Interrupted by R.T.U. ducts; A. At uplift bridging at first bottom chord panel points,* contractor shall locate bridging as near as possible to first bottom chord panel point. B.. At Interior bridging locations, top and bottom chord bridging shall be Installed at each side- of K.T.U. as indicated on Framing Plans, I 4. Support framing at R.T.U. and roof opening locations - (Reference Details A;& A. Noted location where no framing in -place at perimeter of R.T.U. curb.: , Contractor shall iristall framing as required. ; B_ Noted locations where no deck support framing was In place at roof. openings (Le: R.T.U. ducts, fans, downspouts, etc.). Contractor shall Install deck support framing In- accordance with Contract Drawings, 6 61- 11 Dc:C-ZtJ- WED 1 T : 00 J I N ROSE Z NG _ _-.. ..... ...... - ...._ Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of roof girder beams and joist girders - (ReferenceSactions39d/s9),. _ r;; A. Noted .:- no bottom chord bracing In -place.. At girder beams, contractor shallprovideanglebrace2"X21tx3/16" from joist to bottom flange of beam. Fiold wold anglo brace to Joist and steel beam with 1/8" fillot all around, i B. At joist gliders, contractor shall Install bracing In accordance with the joistgirdermanufacturersrequirements. 6. Reference Section 2/S9 - Noted the following conditions: A. No anchorage of C6XB.2 to piles(&. at Aud. #101 8 #102. V e t l,I e B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chard of steel joist Is not i'n accordance with Contract Drawings, Advised contractor to add clip angle2"X2"X1/4". Field weld clip angle to top flange and verticat leg of Joist topchordandtoverticalfaceofbraceangle. Also, tho brace tingle should belocatodatapproximatelythecenterofpilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 andSection6/S9): _ Noted both ends of beams and scissor joists field welded and/or bolted to supporting beams. No sliding connection provided. Requested contractor to' provido connoctions in accordance with Contract Drawings. Advised any fieldprovidedholes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column basds - (Reference - Section 6/S7)' ^ A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract Drawings. D. At Column #38, two (2) anchor bolts had been out of t'r4" above base, / plate. Advised'contractor to weld exposed anchor bolt to base plate ailaround. At Column #26, contractor shall weld one (1) anchor bolt to base plate allaround. STOTSE HSSUI,. IEL l-(Ub-5(1-UcU'o Jan U; 'Jb lu:b9 IVO.U1( F,.Ub 77 DFIE. N¢ L 1 -T _ ca 2 JIM ROSE I N U r Et 1=i Const. Rev. - U.A. Seminole Decomber 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Roforonce Roof beam to beam baited connection: A. Noted locations where holes were burned In beam web for propor alignment of beam. Advised contractor to weld connection angles to beam web with 3116" fillet all around. viw r^ `S. Noted one (1) location where holes were burned In beam web but were. not used. Advised contractor to provide minimum four (4) Inch wide corer plate over holes. Cover plate shall be full web depth; match or exceed. web thickness, and be welded all aibund with 3116",fillet. 10. Noted one (1) roof joist where roof dock did not appear to be welded to jols, Joist located near Column #54; length of In question anchorage * 13 feet. Advisod contractor that self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. jar Fivj;,, ..!' j L %/,S o,. / Yj r ri r C SC'%mac"" . 11. At metal wall studs In -place, no metal stud bridging was Installed. `Advised contractor to Install bridging in accordance metal stud manufacturer's recommendations.V 12. Reference - Anchor Solt -Projections: At many locations, the anchor bolt projection was observed to be excessive.._$oit projections of 3-1/2 above the top of column base plate were noted; thereford, the projection above top of fooling would be 5-3/4". The anchor bolt setting detail Indicates anchor bolts to have a four (4) inch projection above top of footing. dolt embedment In concrete footing is likely 1-3/4 Inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate tl e significanoo of reduced bolt embedment. Please advise if this office is to perform such a review. Leroy Tu er, Jr - Rose Engineering Associates, -Inc: f i- f., iJ 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-14 Project No. 18341-001-01T Dear Mr. Winn: Attached are daily field reports and summary for the referenced project for the period of February 4, 1996, through February 16, 1996. 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 y` Date: February 20, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-14 Addressee: City of Sanford P. O. Box 1788, Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Todd Buckles Concrete Reinforcement 03200 Walls: dumpster pad: elevation 100 ft. - 110 ft. Rebar placement complies with permit drawings. Cast - In -Place Concrete 03300 3 cubic yards: 3,000 psi. No cylinders required;5 cubic yards and under. Concrete placement complies with project specifications. Structural Steel 05120 Beam: elevator: elevation 108 ft. Clips were not welded per Engineer Tequirement. Will reinspect when ready. Special Inspection Log Added: 0 Resolved: 0 Outstanding: 5 ` WJD: ts Reviewed By, Warren J. Deatrick, P.E. Florida Registration No. 1316.5 Special Inspector No. 0745 Project No.: 18341-001-01 T Date: February 20, 1996 . Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 i 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, East wall No. 26 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster Norht and south of Columns No. 41 Lap splices short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Wall Mezzanine: west and south in. vs. 1/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By Note Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: rr CONTRACTOR: \% C c, SUMMARY OF IN -SITU DENSITY TESTS - SHEET 'N0.: TEST DATE TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS yd % (y max.) COMMENTS PCF) LRequired Obtained j a c' r. o , c i. 3 1,. 9. 4 a• i 9> col. 117-3s, 7,% 13U 30, = or 0.3 I0a• y, — IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSALENGINEERINGSCIENCES, INC. 7.ka u. 7777 '- _23M. REGISTERED ENGINEER LICENSE NO.: PROJECT: COMPRESSIVE STRENGTH LOG N iTEfJ n RTISiS T 1 7 .. CONTRACTOR: y CC_ MIX DESIGN: P - 3 o (0.5F. 28- DAY DESIGN STRENGTH: 3000 PSI PSI SHEET NO.: Set I Date Type Pour Location Slump Air (%) Com ressive Strength(psi) Comments No. Poured I I I (in.) 1 1 7 nav 9R rlav I 9R nav I V 10- 6-1Y Fe DAT Or I N i cR To o' S 3627 Jytil yG/ J S G o r. C 2 To ' H( S y S3 LI L1 H l tom/ 3 17 3 10-II - S 1'cwnlAATIW 7 ZS' E s Z13 41-5-11t yya 3 Ib- I(a' I GUNn. b0 6 LI O S" 304 i/o! s G7 66 U- IG`f rry, Go GI r4-i fso col : r G 7, GG 4 S" J I Fry 59`0 1-16 f19 co I 1 - s" G-1 l=-ls y" Ga d 6 9 y) 1;e a b S 10 b Q1 Cr-JeW rn r r 2) 7, 3 9?) 3 99 a S1 Q l G7 i y s75 I- aa ,sIgh Sbbvn- o- -&,..J UNIVERSAL ENGINEERING SCIENCES, INC. 6ZA, Erwkorwww al Sciences • Geotechnkal Engineering Threshold Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: F- PROJECT: A't"t, -7—ke'lt-er CONTRACTOR: V C'-- MIX DESIGN: P3 0 G5- ?. 28-DAY DESIGN STRENGTH: 36W PSI COMPRESSIVE STRENGTH XOG SHEET NO.: UNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER LICENSE NO.:_ PROJEgT: 11'li I ec Art S s I ` e-cTw " CONTRACTOR: VC MIX DESIGN: S 28-DAY DESIGN STRENGTH: 3000 PSI COMPRESSIVE STRENGTH YOG SHEET NO.: I FSI( -m COMDressive Strength (Psi) UNIVERSAL ENGINEERING SCIENCES, INC. MAErnbonnwwfti Sciences • Geohchnkal Englnoadng Threshold lnspecNon • Cons&uct/on Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT:yh,/tecY 'A rlis t5 —fheci 1 e"— CONTRACTOR: VC C- MIX DESIGN: y L—/ac—n G 2" AY DESIGN STRENGTH: 3 G'jr, 0 PSI COMPRESSIVE STRENGTH LO - e SHEET NO.: Sot No. Date Poured Type Pour Zc— tlon Slump in.) Air Com essive Strarm3tf Comments 7 D 28 Day 28 Day F' ll Cell 1V .- /, -T a 6 S y 3/-/ 3 3 3 ssc 3 1 i'13- 5 Cell t= Wae 11 -12s S.w4/ nd —T 7 a UGCI L/ /745 L I I -16 S lI e /I T 3 fGff7 IILIU 7„ F<< 3115 3gkl ll- G 95 1:"1, 7 a r v' 110c; 8' is v4,,r%er Sil U G- GIC_.i:> 4-/03'7 aa-ys lull ter, mil a I =rt 7 " 3 G5 36 ;;,3 3 6 73 IICell Cor„ erT so'w.u"l 56'5.To,r 3 c3 3g,7 c' l S.e'd 6,TS.vio w.?.,4 1 77.5 3GG1 91/ 6 36'? 3 G. XUNIVERSAL ENGINEERING SCIENCES, INC. REGISTERED ENGINEER UCENSE NO.: PROJECT: (% i fed ,A.t,, t, ec. fcr CONTRACTOR: V G MIX DESIGN: 1 o "4 28-DAY DESIGN STRENGTH: 3GG(J PSI COMPRESSIVE STRENGTN,LOG SHEET NO.: UNIVERSAL ENGINEERING SCIENCES, INC. Fiwiroswpm*W sciwmm • Gooftchnkal &gWx a kV Tlw+mafal0 bwpocdm • Construction Mawish T"Ung REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01T Date: February 20, 1996 DAILY THRESHOLD REPORT NO. 29 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: February 6, 1996 Inspector: Todd Buckles Structural Steel 05120 Beam: elevator: elevation 108 ft. Angles were not welded per Engineer's requirements. Referenced in Rose Engineering report dated December 18, 1995, Item No. 9A, on file. 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: February 20, 1996 DAILY THRESHOLD REPORT NO. 30 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: February 7, 1996 Inspector: Todd Buckles Concrete Reinforcement 03200 Walls: Dumpster Pad: elevation 100 ft. - 110 ft. Rebar placement complies with permit drawings. Cast - In -Place Concrete 03300 3 cubic yards: Mix No. Y40CMG: 3,000 psi. No cylinders required 5 cubic yards and under. Concrete placement - 2 in. pump. No deficiencies noted. Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. 3 Mu" ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing February 20, 1996 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-14 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 February 4, 1996, through February 10, 1996. 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: February 20, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-14 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Todd Buckles Concrete Reinforcement 03200 Walls: dumpster pad: elevation 100 ft. - 110 ft. Rebar placement complies with permit drawings. Cast - In -Place Concrete 03300 3 cubic yards: 3,000 psi. No cylinders requireds5 cubic yards and under. Concrete placement complies with project specifications. Structural Steel 05120 Beam: elevator: elevation 108 ft. Clips were not welded per Engineersrequirement. Will reinspect when ready. Special Inspection Log Added: 0 Resolved: 0 Outstanding: S WJD: ts Reviewed By, Warren J. Deatnck, P.E,. Florida Registration No. 13165 Special Inspector No. 0745 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.: 18341-001-01T I Date: February 20, 1996 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 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster Norht and south of Columns No. 41 Lap splices short WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Wall Mezzanine: west and south in. vs. '/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. r PROJECT: J+i i tP ufier CONTRACTOR: SUMMARY OF IN -SITU DENSITY TESTS - SHEET NO.: TEST NUMBER LOCATION DEPTH BELOW SURFACE (FT.) MATERIAL TESTED TEST RESULTS COMMENTS TEST DATE Ya PCF) FRequired Y 2n) Obtained 7 o, Ccl. 3 16)' i-9 07.`j 9 lU d C/. 17-3s, I 1v3. 1U1.7 13U 3G' = o cal. S I c.3 I as y, - IN -SITU DRY DENSITY y, max.) - MAXIMUM LABORATORY DRY DENSITY InUNIVERSALENGINEERINGSCIENCES, INC. REGISTERED ENGINEER VMrom.+iw sco« • oeot l Ewtmw*w sArow#ft-J ! bumratfo I • Cordon Matertats Testlna LICENSE NO.: COMPRESSIVE STRENGTH LOG tPROJECT: V N ru) A RTISYS T-1 L ty--5 CONTRACTOR: v CC_ MIX DESIGN: P- 3 O to s F. 28-DAY DESIGN STRENGTH: 3000 PSI PSI SHEET NO.: 9 Set Date Type Pour Location Slump Air (%) Compressive Strength(Psi) Comments No. Poured (in.) 7 Day 28 Day 28 Day to-6-IY FDAT-ON N RNG-R To o' , 62-7. yyy/ y 6 J S = o n C!Z To ( S" S3 crjLl H i cl 3 i 7 3 to-t 15 Fcwnt10AT1W S V4 Lopv46K To ZS' E 3 1?3 4i'sia yya IG - 16 5 ' f OON. ioo 6 ,I O S" Soy pis a tiys9 . S G7 415-2y yar9 c U-lG fs 1t"' GoGi r i fso S" 30`13 ySia 4-/1-159 r G 7, GG 4 S" 3 5F'a 1/6'9 cols. s G-IS .r-!s y„ 36 a 7 7/0 6 9 yj s8, S IQ b S ' w rnrr r 7-), 3 89 ;L aa- ys SI Q S'' i GL`/ 3 75 Ig UNIVERSAL ENGINEERING SCIENCES, INC. Em* w menW Sconces • Geotechnkal Engineering Thr* shold lnspeedon • ConstrmUon Materials Tasting REGISTERED ENGINEER LICENSE NO.: PROJECT: -7 er CONTRACTOR: V GG MIX DESIGN: P30G5- ?. 28-DAY DESIGN STRENGTH: 0CW PSI COMPRESSIVE STRENGTH COG SHEET NO.: 8 UNIVERSAL ENGINEERING SCIENCES, INC. Trre kwpocoon • Cortobvcf/on Mawfah Tung REGISTERED ENGINEER UCENSE NO.: PROJECT: A y-1 S s 1 ' `QcTk ,'_Y^ CONTRACTOR: VC C MIX DESIGN: 28-DAY DESIGN STRENGTH: 3(Xjo PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Compressive Streno (Psi) Comments EaUNIVERSALENGINEERINGSCIENCES, INC. wfronmental Sciences • t,eotechnical Englneertng Threshold Inspection • Constriction Materials Testing REGISTERED ENGINEER LICENSE 'NO.: PROJECT: u'liftecp CONTRACTOR: VC C. MIX DESIGN: 4— /ac-nc,"- 28-DAY DESIGN STRENGTH: PSI COMPRESSIVE STRENGTH -LOCII SHEET NO.: s4t No. mmnc Dcft Poured 2 Typm Pour 1 F11 Cell Location IV. skom in.) AW essINve StrorKa3t (gill Comments 7 Day 28 Day 3L-1 28 Day a I - 10yS/=,.// C11 IV F wI 1 336-1 3956 J 1 t - 13 -c?5- r-,'ll Cell r Wct I I -1-c5 5. wa 7 L10c q 7 16 -- cf-5- 0 5.p 1- 09'Fa 7 i5 3 106s- 7 L-1 jq 0 110 9 r-'W r-'11 J,.-rLjc,,/t 7 j 1 sr K - 4, 3115 3 9kl 7 95 f 11cell c,^ L.Aam i:? Al. g. c,2ri f F,- 11cell rd I C-1, 7 r 7 1 3 11 Cell tV,-F- Coy-.c.- To So C4 el 57Zl .5. 63 13 g 7 St 3Y,>. UNIVERSAL ENGINEERING SCIENCES, INC. f - 7 REGISTERED ENGINEER LICENSE NO.: PROJECT: —_'oeln i ted Art,sts Tl ec.fcr CONTRACTOR: V C G MIX DESIGN: A_3 0,/l 28-DAY DESIGN STRENGTH: 3GGD PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Compresstys UNIVERSAL ENGINEERING SCIENCES, INC. 6**orw,•nta! sciw was • DeoNchnkW Enpbwaing TMWhow bwpecdw • CombucUm M.t«l h TNttng REGISTERED ENGINEER UCENSE'NO.: Project No. 18341-001-01 T Date: February 20, 1996 DAILY THRESHOLD REPORT NO. 29 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: February 6, 1996 Inspector: Todd Buckles Structural Steel 05120 Beam: elevator: elevation 108 ft. Angles were not welded per Engineer's requirements. Referenced in Rose Engineering report dated December 18, 1995, Item No. 9A, on file. Reviewed by, 219- 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: February 20, 1996 DAILY THRESHOLD REPORT NO. 30 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: February 7, 1996 Inspector: Todd Buckles Concrete Reinforcement 03200 Walls: Dumpster Pad: elevation 100 ft. - 110 ft. Rebar placement complies with permit drawings. Cast - In -Place Concrete 03300 3 cubic yards: Mix No. Y40CMG: 3,000 psi. No cylinders required 5 cubic yards and under. Concrete placement - 2 in. pump. No deficiencies noted. Reviewed by, n Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 WJD: ts Universal Engineering Sciences, Inc. APR- 8-96 MON 12:17 VRATSINAS 4073248081 P.02 r).t: 04; 95 11: 50 TY RENA STt:WART Z 002: 003 1i , April 5, 19% City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attention: Mr. Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No, 1237, Sanford, Florida Final Summary No. UA - 16 Project No. 18341-041-01T Dear Mr. Winn: To the best of my knowledge and belief, construction of all structural load -bearing components for the above -referenced project complies with the permitter) documents, including approved changes as noted in our daily reports and on the Special Inspection Log. The final Special Inspection Log is attached. This letter is intended to comply with Florida Statutes, Chaptor 553, Section (7)(a), Respectfully Submnitted, UNIVERSAL ENGINEERING SCIENCES, INC. Wcvr, en J. Dealrick, P.E. Florida negistr4tion No. 13165 Special Inspector No. 0745 warns cc: Addressee (2) Jeff Reed - United Artlst3 (1) Joe Cooper - Seminole Towne Center (1) Ron Stotser - Stotser & Associates (1) Jim Rose - Rosa Engineering. Associates (1) Les Miller - VCC (1) File ( 1) i+ F B Mlressee m d Oct: ttion. City of San>lord P.O. Boot 1788 Sanford, Florida 3277 f United Artists T1leater, SenvnOle TdWne Center, Sanford, Florida - Job No. 1237 S+aminote County, Florida FINAL SPECIAL rNSPE9T1OIY LOG Projecl No.: 18341-001-01 T Date: April 5, 1996 u c Agent: Bill Worthington v i oats Item Locatbn Deetript?on 'P.F. Final Disposition P.E. Date !' m pp 10,09`96 Spread footing South wall W. 3• East waft No. 26 No reinforcement inspection I 'rW D Received reports WJD i D-19.95 tV M 10-12-96 1 Pilaster North and south of Columns No. 41 Lap splices dipJO Letter Jim Hose, RE. v 10.12-96 jwwl i Exterior walls Embedment WJD Received reports WJD 1b-19.95 f 14-12r96 jWall IN and S emer en 9xftsaemergency Missing rebar WJfa Letter Jim floss, P.E. G,;: D4-03-96 f 10-12-0L , Wefl IN and 8 emergency exits Reber added NJD Metter Jim Aose. P.E. pry 04-D3-96 12-08-96 lWall Mezzanine: west and south 'Y6 iR vs. 'fr ir±. WJD Letter Jim Rose, P.E. n 03-22.96 ; 01-199@ ;Footing If+lorlh cabby No testing WJD TestRemfts Gelzv0eg, RE- v 2i E 04-01-96 I i Q i Z M Q n r ti 7red E Warren .r. Deatrick. P.E. WJD = P11evimus)yRevlewar0 Dy Warren J. Deatrick, P.EfI a OD e I 1 a Q T 7 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing March 7, 1996 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-15 Project No. 18341-001-01 T Dear Mr. Winn: 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 February 10, 1996, through February 24, 1996. 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 SCIENCES1-1JNC . Warren J. Deatrick, P.E. Florida Registration No. 13165" Special Inspector No. 0745 WJD: th 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.: 1:8341-001-01 T Date: March 7, 1996 Addressee: Project: Inspector: WEEKLY THRESHOLD SUMMARY REPORT NO. UA-15 City of Sanford P.O. Box 1788 Sanford, Florida 32771 United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Brian Hammer EARTHWORK 02200 Work in this area is complete. No further inspections are anticipated. CONCRETE REINFORCEMENT 03200 Work in this area is complete. No further inspections are anticipated. Awaiting written confirmation from Engineer of Record for SIL NO. 2, 4 and 5. CAST IN -PLACE CONCRETE 03300 Work in this area is complete. No further inspections are anticipated. UNIT MASONRY 0.4200 Awaiting disposition of SIL Nos. 2, 4 and 5 STRUCTURAL STEEL 05120 1) Reinspected structural steel connections as field corrected. Final tightening of bolted connections and final welding of bottom chord bracing are complete. Awaiting Engineer of Record response to open items from Engineer of Record letter 6, 7 and UES SIL Log. SUBMITTALS RECEIVED None Project No.: 18341-001-01 T Date: March 7, 1996 SPECIAL INSPECTION LOG Added: None Resolved: None Outstanding: 5 WJD: th WEEKLY THRESHOLD SUMMARY REPORT NO. UA-15 Reviewed By, Warren J. Deatrick, P.E. - Florida Registration No. 13165 Special Inspector No. 0745 Project No. Date: 18341-001-01 T- March 7, 1996 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, East wall No. 26 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster North and south of Columns No. 41 Lap splices WJD 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 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 Wall Mezzanine: west and south in. vs. '/2 in. WJD 7 01-19-96 Footing North lobby No testing WJD Reviewed By Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. PROJECT: U N CrEf) A R716iS Tt`i L-FVTE(L 5 CONTRACTOR: v CC - MIX DESIGN: P - 3o (05z 28-DAY DESIGN STRENGTH: 3000 PSI 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 to-G-` y Fou DAT'a%1 N jff Ce,"C-A To o' S 3 ° 36Z7. fyyl fy Z J S l_ oP,n C 2 To '' w S" S3 ti `i l j 317 3 io-Il -S 1--cwnf0AMW To ZS ES` Z 3 1S/a titia3 l8 O S` Soy f l r G7, GG 6,S 9 3 a 7 ld 6 9 IV) S$ 9 i - S )a6 5 /Q C111 0 r1jew In r - _ a /7 39 s 309a 1 li-d-9S SI h 4v s1' 1 (7 11-aa-s bb -. o- ,, .: 4-/. s 397 s ya 'G 5/,A/3 47"O' /ov 9 (o l S $ 1299 3 2--9 EDUNIVERSALENGINEERINGSCIENCES, INC. EnWronmontat Sclences - Geotechnlcal Engineering Tlw*slwld Inspection - Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: COMPRESSIVE STRENGTH LOQ ROJECT: ONTRACTOR: V C.G NIX DESIGN: 1'D3 0 (,' S ?- 28-DAY DESIGN STRENGTH: PSI SHEET NO.: Ili Compressive Strength (ps!) I UNIVERSAL ENGINEERING SCIENCES, INC. Sciwoc" • Gooe.cnnkW Engkmwi#v mr"hom hnpecdon • Conwucuon Matelots T"fing REGISTERED ENGINEER UCENSE NO.: PROJECT: A rt S rs CONTRACTOR: VC MIX DESIGN:$ J 28-DAY DESIGN STRENGTH: DCXJO PSI COMPRESSIVE STRENGTH L•OG i SHEET NO.: z Compressive Strength (psi) Comments InUNIVERSALENGINEERINGSCIENCES, INC. w mental ScJenc*s - Geotechn/cal Engineering flneshoid Inspection • Construction Materials Testing REGISTERED ENGINEER LICENSE NO.: PROJECT: U"?/ ecp / rtJS fis h ec J e . CONTRACTOR: VC Cr MIX DESIGN: y L-/ac' fn G MDAY DESIGN STRENGTH: Cri O PSI COMPRESSIVE STRENGTH LOG SHEET NO.: Sot No. Dada Poured TYPO Pour Location Slump In.) Air r Comments 7 Day 28 Day 28 Day 95 FirsGeII IV. / oS IU'yy r'l1 d I I N •n I d n I i -''T 1 r Lr..J 33 o) 3/ J SCE 1 11-13- 5 cell 1: Wce Ta S.wal nP ,, T 5 /a yoG( l7G II -16 l/cc1 1V. =. rLj =T 7 „ a G 1 c/ 41'O5a US 9 c I S.F. T '1-.,.,C/ s w ,'- Q 13 G£r7 7 „ 3115 3 yS'/ c. , /sr 171 t,. •:,: iGc9 ll 17-95 I/ce// jVarrC4 'CI l . r I C- 2 23 3 73 0 rl- Cell tv, F. C"w' To so-w, a"1 s?,,.s. 7.5" r1 l:Z J c'v/ J. WC, S. waI ex1T 1 7 39,1E 36,?3 UNIVERSAL ENGINEERING SCIENCES, INC. rrs. 8 REGISTERED ENGINEER LICENSE NO.: ROJECT: (%rn i ted Ar't;5tS T1 ecofcr ONTRACTOR: V G C NIX DESIGN: 28-DAY DESIGN STRENGTH: 30Gp PSI COMPRESSIVE STRENGTH LOG I R SHEET NO.: Compressiveo 1 UNIVERSAL. ENGINEERING SCIENCES, INC. T?w*W W kupecdon • Congn ct/on Metwiefo Testing REGISTERED ENGINEER LICENSE NO.: CS: IROJECT: e c(tcr i ONTRACTOR: C G SUMMARY OF IN -SITU DENSITY TESTS 1 SHEET NO.: y, — IN -SITU DRY DENSITY Ya max) MAXIMUM LABORATORY DRY DENSITY UNIVERSAL ENGINEERING SCIENCES, INC. 19 . . o' .9 4J.0.4.0. TP-01— bwkwwwrW Sd&—)c" - Gw9fthnksl ErVi"wk g REGISTERED ENGINEER LICENSE NO.: Project No. 18341-001-01 T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 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: February 14, 1996 Inspector: Brian Hammer STRUCTURAL STEEL 05120 Reinspected structural steel deficiencies noted in UES Special Inspection Log and Rose Engineering letter dated 12-18-95. Rose Engineering Letter 1A. Columns: No. 23 and No. 55: Elev. 27'-9" Stiffener plate installed Welded 3 sides per Addison Steel Shop drawings (1/4' x 3") Awaiting approval from Engineer of Record for weld size and length 1 B. Columns: Project Joist girder welded to, column caps where bolts are Amissing (1/4" x 4") Awaiting approval from Engineer of Record for weld size and length 1 C. Columns: Project Bottom chords of the joist and joist girder are now extended and welded to the stabilizer plates as shown on Addison Steel Shop drawings 1 D. Columns: Project Stabilizer plates have been relocated to the desired location per Addison Steel Shop drawings Weld size '/4", Length 100% 1 E. Columns to Joist: Project Welding of bottom chords to stabilizer plate has been competed, per contract drawings 2A. Columns: North and South Walls: Elev. 10'-0" to 20'0" 3/ 4" expansion anchors have all been installed. Depth of embedment can not be determined. Contractor has stated that embedment complies with contract specifications. Awaiting Engineer of Record's decision. 1 of 3 Pages Project No. 18341-001-01 T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 2B. Columns: North and South Walls: Elev. 10'-0" to 20'-0" Clip angles have been installed. Angles were welded to the tube column with a'/a" weld, 100%. Angle size was increased where column centerline to masonry wall dimension exceeded 4". 3A. Joist Bridging: Project: Roof Level Contractor has now located uplift bridging in the nearest proximity to the first bottom chord panel point. 3B. Joist Bridging: Project: Roof Level Top and bottom chord bridging has been relocated adjacent to duct work, as indicated on framing plans. 4A. Support framing: Project: Roof Level Framing for R.T.U. curbing is in -place. 4B. Support framing: Project: Roof Level Deck supports for R.T.U., ducts, fans and downspout openings have been installed. 5A. Joist Girders: Project: Elev. 24'-3" to 27'-9" Bottom chord bracing 2" x 2" x 3/16" has been installed. Field welding 1/8" all around is complete. 5B. Joist Girder: Project: Elev. 24'-3" to 27'-9" Bracing is installed per joist girder manufacturer's requirements. 6A: Pilasters-- Auditoriums No. 102 and= No. 101 3/ 4' expansion anchors are in -place for C6 x 8.2- channel. 6B. Pilasters: Auditorium No. 109: Roof C6 x 8.2 channel is anchored and welded as specified. 6C. Pilasters: Project: Roof A 2" x 2" x'/4" has been added to the top flange and vertical leg of joist top chord 7. Vaulted Roof: Lobby: Elev. 27'-9" Still requires verification. 8A. Columns: Project: Elev. 100'-0" Double nut can not be verified. Nuts are inaccessible. 8B. Columns: Column No. 38: Elev. 100'-0" Report No. 23 on 12-26-95, 2 anchor bolts were welded to the base plate. 2 of 3 Pages Project No. 18341-001-01 T Date: March 7, 1996 DAILY THRESHOLD REPORT NO. 31 8C. Columns: Column No. 26: Elev. 100'-0" - Report No. 23 on 12-26-95, anchor bolt welded to the base plate as required. 9A. Welded beam connections: Canopy and Mezzanine: Elev. 10'-0" to 18'-0" A 3" x 3" x '/4" angle was welded to the beam web with 3/16", 100%. 9B. Beam: Mezzanine: Elev.10'-0" Cover plates were provided. Weld size 3/16", 100%. 10. Bar joist: Column No. 54: Roof Self tapping screws are in -place as specified. Spacing 6" on center for 15'-0". 11. Not a threshold item. 12. Columns: Project: Elev. 100'-0" Awaiting structural review results. SPECIAL INSPECTION LOG SIL NO. 2- Pilaster: North and South of Column No. 41: Lap splices SIL NO. 4 - Wall: North and South emergency exits: Missing rebar SIL NO. 5- Wall: North acid South, emergency exits: Reb`ar added SIL NO. 6- Floor: Mezzanine: Anchor bolt size SIL NO. 7 - Footing: North lobby: No concrete testing Awaiting final resolution from Engineer of Record for the letter and SIL items. WJD: th Attachments: Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745 Universal Engineering Sciences, Inc. Rose Engineering Letter (4 sheets) LIES SIL Log (1 sheet) 3 of 3 Pages L1 E Li I _ _ .3 I r•t F-Z -=i = E I r J C P . L3 2 0 ROSE ENGINEERING ASSOCIATES, INC. Consulting Structural Englneors TO: Stotser & Associates 501 First Avenue Columbus, GA 31901 ATTENTION: Mr. Ron Stotser PROJECT: U. A. Seminole Town Center Theatres Sanford, FL CONDUCTED CONSTRUCTION REVIEW ON:-- December 18, 1995 PRESENT DURING REVIEW: ITEMS OBSERVED: Pr.;rpa: J'.n C. Aou, P.E. ASICdKAI: Lwoy Tvn si Je.. P.E. Thardl A MCCG:6I0r Leroy Turner, Jr. - Rose Engineering Associates Les Miller - Vratsina Construction Company Erected in -place structural framing. STATUS OF CONSTRUCTION: A. Exterior masonry walls i.n-place full height. B. Majority of structural steel framing in -place. Erection incomplete at lobby, 'store front, and covered entry. C. Majority of roof (complete with decking, rigid insulation, and topping) in -place. Metal deck anchorage and etc. not exposed to view. D. No encasement of column bases; Base plates exposed to view. E. Metal wall studs in place at rear half of building. COMMENTS: 1. Connection of roof joist and joist girders to columns: Reference Details A, B, & C/S10 and Detail B/S5A) A. Noted no stiffener plate under joist girder bearing seats (i.e. Columns #23 455). Contractor shall install stiffener plate per Contract Drawings. Post Office Box 8703 - Dolhan, Alabama 36304.0703 - 2157 Denton Road 36303 • (334) 794-0792 • FAX: (334) 794-0417 J Const. Rev. - U.A. Seminole December 18, 1995 Page Two B. Noted. bolts missing from connection of joist or joist girder seat to column bearing plate. Contractor shall install bolts or verify joist or joist girder is properly welded to bearing plate. C. Noted locations where joist or joist girder bottom chord does not extend to column.Contractor shall extend bottom chord and anchor to stabilizer plate per Contract Drawings. D. Noted locations where stabilizer plate does not align with joist or joist , girder bottom chord. Contractor shall provide stabilizer plate at propel location. E. Reminded contractor to weld all bottom chords to stabilizer plates in accordance with Contract Drawings. 2. Reference Detail F/S4 and Detail D/S7: A. Noted anchorage of columns to wall was incomplete. Contractor shall provide anchorage in accordance with Contract Drawings.' B. Noted locations where dimension from centerline of column to face of CMU wall was greater than 4". Instructed contractor to increase clip angle size (leg dimension and thickness) as required. 3. Joist bridging interrupted by R.T..U. ducts: A. At uplift bridging at first bottom chord panel points, contractor shall locate bridging as near as possible to first bottom chord panel point. B. At Interior bridging locations, top and bottom chord bridging shall be installed at each side of R.T.U. as indicated on Framing Plans. 4. Support framing at R.T.U. and roof opening locations - (Reference Details A*& B/S8): A. Noted location where no framing in -place at perimeter of R.T.U. curb. Contractor shall install framing as required. B. Noted locations where no deck support framing was in place at roof openings (i.e: R.T.U. ducts, fans, downspouts, etc.). Contractor shall install deck support framing in accordance with Contract Drawings. 11 Const. Rev. - U.A. Seminole December 18, 1995 Page Three 5. Bottom chord bracing of root-:g e—r beams and joist girders - (ReferenceSections3 & 4/S9): A. Noted no bottom chord bracing in -place. At gamer beams, contractor shallprovideanglebrace2"X2"x3/16" from joist to bottom flange of beam. . Field weld angle brace to joist and steel beam with 1/8" fillet all around. B. At joist girders, contractor shall install bracing in accordance with the joistgirdermanufacturer's requirements. 6. Reference Section 2/S9 - Noted the following conditions: A. No anchorage of C6X8.2 to pilaster at Aud. #101 & #102. B. No C6X8.2 in -place at Aud. #109 C. Anchorage of brace angle 2"X2"X1/4" to top chord of steel joist is not inaccordancewithContractDrawings. Advised contractor to add clip angle2"X2"X1/4". Field weld clip angle to top flange and vertical leg of joist topchordandtoverticalfaceofbraceangle. Also, the brace angle should belocatedatapproximatelythecenterofpilaster. 7. Crippled beams and scissor joists at vaulted roof - (Reference Detail A/S9 andSection6/S9): Noted both ends of beams and scissor joists. field welded and/or bolted tosupportingbeams. No sliding connection provided. Requested contractor to provide connections in accordance with Contract Drawings. Advised any fieldProvidedholes/slots shall be drilled, not cut with torch. 8. Anchor bolts at column bases - (Reference - Section 6/S7): A. Noted several column locations with single nuts on anchor bolts. Contractor to install double nuts per Contract Drawings. B. At Column #38, two (2) anchor bolts had been cut oft'/" above base Plate. Advised contractor to weld exposed anchor bolt to base plate allaround. C. At Column #6, contractor shall weld cne (1) anchor bolt to base plate allaround. Const. Rev. - U.A. Seminole December 18, 1995 Page Four Note: Make above corrections and remove all debris prior to pouring concrete encasement around column base. 9. Reference - Roof beam to beam bolted connection: A. Noted locations where holes were burned in beam web for proper alignment of beam. Advised contractor to weld connection angles to beam web with 3/16" fillet all around. B. Noted one (1) location where holes were burned in beam web but were not used. Advised contractor to provide minimum four (4) inch wide cover plate over holes. Cover plate shall be full web depth; match or exceed web thickness, and be welded all around with 3116" fillet. 10. Noted one (1) roof joist where roof deck did not appear to be welded to joist. Joist located near Column #54; length of in question anchorage t 13 feet. Advised contractor that self drilling screws applied from underneath side may be used for anchorage. Screw spacing to match weld spacing callout. 11. At metal wall studs in -place, no metal stud bridging was installed. `Advised contractor to install bridging in accordance metal stud manufacturer's recommendations. 12. Reference - Anchor Bolt Projections: At many locations-, the anchor bolt projection was observed .toe excessive. Bolt projections of 3-1/2 above the top of Icolumn base plate we're noted; therefore, the projection above top of footing would be 5-3/4". The anchor bolt setting detail indicates anchor bolts to have a four (4) inch projection above top of footing. bolt embedment in concrete footing is likely 1-3/4 inches less than specified. A thorough review of wind uplift requirements would be necessary to evaluate the significance of reduced bolt embedment. Please advise if this office is to perform such a review. Leroy Tu er, Jr. Rose Engineering Associates, Inc. APPLICATION FOR BUILDING PERMIT y' CITY OF SANFORD, FLORIDA DATE 9(0 r PERMIT NO."' r`` V i To the Building Official: The undersigned hereby applies for a permit for the following described_ work: OWNER SEM11JOLP- TWIJ. CT{Z • PAKT.,la--2S / i VAOQ 1 ka:J . ADDRESS 430 'TOWt l CTR. C11iZC,LC NATURE OF WORK I N ST Qj _I PYLo1-Jk I A 11 (I -Z: X ') LEGAL DESCRIPTION 7-9 193y 5LW O{ OCb 0030 I I I APPLICANT'S NAME MP- IRETT S 1 GA Co. i APPLICANT'S ADDRESS (o3a \AIASuE3Uz1.1 FQ MELC. rL q APPLICANT'S PHONENUMBER 40-7 259- 15 5 5 ! VALUATION Zj A— / O FEE - "[1i FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN I THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS I I certify that the above infor-I I mation is true and correct and that I will comply with all applicable codes and ordinances, of the City of Sanford, FL. Building Official Applican 's Signature f State No. FRAZIER ENGINEERING INC. Consultsng Engineers Job No.:q¢12_22 sh. 1 /- Made By: Dated g! Checked By:' W Datc: °x . Job T i r.Lje 7-1s T ' 1 l i D L oA.D 1G :......; ._ _:..._.,e,S_ Ott, P 2 Ta 1 ZM'f' oR.tq GE '_FfIG..TOR:_.. I —'... .. Tq ra 5 P • .12:..- c = SiG . Ale e6,gT.. A 1/ A. E 'xl.Po S v ZF _ Gq r,6 & Q. RY_ ... C p. P G - /• o` Z Z 3 7" a8 / 3 VELoc r`/ 2ESSuRE'_ o oaZ5G rV Z n i l„n Ta.ar1 rain. QE S ... .. . 3 Z., IFRAZIER ENGINEERING INC. Consulting Engineers Job No.194Z2 - ZZ 1 Sh. Z/- Made By: Date:l Checked By: Date: FRAZIER ENGINEERING INC. Consulting Engineers Job No.: 94?2 _ Z 2 / sh. Made By: Date: 1 l Checked By: Date: ENERAL NOTES 1. Contractot shall verify all dimensions and soil conditions. If discrepancies exist, notify the engineer in writing prior to proceeding with work in that area. 2. Soil bearing capacity has been estimated to be 2000 psf, unless otherwise shown or noted. G 3. Concrete shall have a minimum compressive strength of 3000 psi at 28 days, and have a maximum slump of five inches. 4. Reinforcing steel shall be ASTM A615,, grade 60,deformed bars. 5. Structural steel shall conform to the following: Shapes and Plates ASTM A36/36 ksi Tubes ASTM A500-B/46 ksi Pipes 'ASTM A53-SB 35 ksi Anchor Bolts ASTM A307 High Strength Bolts ASTM A325 Welding Electrodes E70XX 6. Wood poles shall be Southern Yellow Pine (SYP with minimum allowable bending stress (Fb) of 1700 psi. Treat wood poles per AWPA C-3. 7. All connections of sign hardware to the engineered support structure are the responsibility of the sign manufacturer, unless specifically noted otherwise. 8. This set of documents has been prepared for Meurett Sign Company for use on the specified project. These documents are not valid without a raised seal and original signature. i SIMON PROPERTY GROUP 115 WEST WASHINGTON STREET INDIANAPOLIS, IN 46204 MEMORANDUM To: Daniel Ogden - United Artists From: Chuck Schneider Date: February 21, 1995 Re: Variance Request for Signage Proposed United Artists Theater Seminole Towne Center, Sanford, FL FAX 303-792-8811 sheet 1 of 2 DESIGN DEpT. RECEIVF0 FFB 2 1995 On Thursday, February 16, the Planning & Zoning Commission of the City of Sanford approved unaguimnimously the variance request for signage as submitted. This included an increase in the allowable height of the free standing sign from 25 feet to a maximum of 36 feet, an increase in the allowable free standing sign face size from 100 square feet to 351 square feet (I8'x19.5%; and an increase in the total allowable signage area for the parcel from 525 square feet to a maximum of 901 square feet. This is the final action on this request. City Council approval is not required. This action should be referenced when the application for sign permit is made. I will mail a copy of the City staff report on this with the original of this memo. Also attached is a letter recently received from the City clarifying approval of the height of your building with regard to zoning restrictions. cc: T. Schneider R. Friedman A. Cohen J. Cooper P- 0 MSA Development Cuaa p a FACSIMILE kft 60 AS V.. hic. CO: HE: FAX NO.:_MA FRU FAX 1 PAGES: Including cover Sheet) COMMgNTS April 15,1996 Vince, 41IM CAM0 PUS & P 407) 324-9574 rGIV Pursuant to our conversation this mornin; it is our understanding that the issuance of a Certificate of Occupancy for the United Mist Theatre will not be denied due to the lack f fire lane striping and signage, so long as such i ems will be completed prior to the end of this week. The purpose of this memo is to give you o assurance that this work will be complete as stipulated above. Joseph H. Cooper hz Senior Pro.tect Manager Simon Property Group NOTE: lids message aid die 6sfamafian mdaina9 wids4i mid allacled Io Ihis fasted document Is htfended only Hit the use of the Indivldusl(s) or entIgla) to nldeh h 6 addrese and nny ennleln InforaselIon Ili at Is lit iviielied, confldenlia) and e«empl Bassi disclosure ut ider applicable law. If the seeder of dds nressege Is nol ilia inlended reelpiersl at Ilse employee or $Beni resporuibie for dd ivering Ilia wnessege Io Ilia I'll elided reeiplenl, you are herehy nolifled that any diuenlinsNnn. disit ihuHalt, at enisyiog of Ilda eanuuunicalion Is all Icily Inohildled. If you heve receilled Ihla conuronicelIon in error, please nullry us immedlately by lelephoue, slid return ilia original message to us of the eddiess below vie Ilia U. 9_Posol Set vice*I hank you.—_ ------ 1+i -- -- 200 TOWNE CENTER CIRCL9 , SANFORD, FL 32771 1 407) 324-9594 PROFESSIONAL ENGINEERING AND INSPECTION COMPANY, INC REPORT OF SWISS HAMMER TEST PROJECT: Seminole Theatre OWNER c CONTRACTOR: Vratsinas Construction Company TESTED BY: D. Hanson ORDER_#: 954090 PERMIT #: 95-3144 DATE REPORTED: 04/01/96 DATE TESTED: Monday RESULTS OF TEST: Average of 15 readings was 29.4 TEST FIELD DATE INDICATED REQUIRED NUMBER LOCATION PLACED STRENGTH, PSI STRENGTH,PSI. 1 N. End Dump Site Pad 01/19/96 3500 psi 3000 psi FDN This Analysis was performed in accordance with standard laboratory methods Respectfully -Submitted, DISTRIBUTION COPY: Prof essicizah Eng n)eexing Mr. Jeff Reed Insp Compny;,Inc. Mr. Ron Stotsertion Mr. Brian Core Mr. Bob Casper Mr. Bill Worthington Je fery D . Tuc-16--r, - P . E . Mr. Jay Ohanesian Senior Engineer. .- - Mr. Jim Rose STATE OF FLORIDIA: Registered`Professicnal Engineer Number: 46854 mis.trp\swissAboU seminole.090 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 April 5, 1996 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attention: Mr. Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Final Summary No. UA - 16 Project No. 18341-001-01T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach To the best of my knowledge and belief, construction of all structural load -bearing components for the above -referenced project complies with the permitted documents, including approved changes as noted in our daily reports and on the Special Inspection Log. The final Special Inspection Log is attached. This letter is intended to comply with Florida Statutes, Chapter 553, Section (7)(a). Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 13165 Special Inspector No. 0745, WJ D: is 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) File ( 1) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing April 5, 1996 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 Final Summary No. UA-16 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 February 25, 1996, through April 3, 1996. Also attached are the following: 1. Final 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. lam/ .' — V -D' 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 n 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 FINAL SPECIAL INSPECTION LOG Project No Date: 18341-001-01 T April 5, 1996 Agent: Bill Worthington a. 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 No reinforcement inspection WJD Received reports WJD 10-19-95 2 10-12-95 Pilaster North and south of Columns No. 41 Lap splices WJD Letter Jim Rose, P.E. ewq-D 03-22-96 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD Letter Jim Rose, P.E. 04-03-96 5 10-12-95 Wall N and S emergency exits Rebar added WJD Letter Jim Rose, P.E. 04-03-96 6 12-08-95 Wall Mezzanine: west and south in. vs. 1/2 in. WJD Letter Jim Rose, P.E. t„ 03-22-96 7 01-19-96 Footing North lobby No testing WJD Test Results: Gelzwieg, P.E. 04-01-96 Reviewed By: I Note: Warren J. Deatrick, P.E. WJD = Previously Reviewed by Warren J. Deatrick, P.E. Project No.: 18341-001-01 T Date: April 5, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-16 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Brian Hammer CONCRETE REINFORCEMENT 03200 Walls: Project Performed final walk through to resolve SIL NOS. 2, 4 and 5. See the attached letter from Jim Rose, P.E., accepting final work. CAST IN -PLACE CONCRETE 03300 Footing: North lobby Attached impact hammer test results, indicates compression strength of 3,000 psi (project spec. 3, 000 psi). This satisfies requirement from Jim Rose, P.E. (SIL NO. 7). STRUCTURAL STEEL 05120 Walls, Roof, Columns: Project Performed final walk through to resolve SIL NO. 6. See attached letter from Jim Rose, P.E. PROJECT: Final walk through conducted. No deficiencies noted. WJD: ts Attachments: Stotser Letter (4 sheets) Vratsinas Letter (3 sheets) Reviewed By, lNarrdr'' J. `D%;ric-k , P.E. Florida= Registratiot!:No. 13165 S" icec a Inspector No: 0745 PlAR-25-96 MON 12:55 VRATSiNAS 4073248081 P . 02 1)Q. 501 FIRST AVENUE, COLUMI3l 706-571-9727 1 70C-571-01 RECORD OF CONVERSAT! TELEPHONE ____-_ MEETING DATE 25 MAACH 1996 GA. 11901 D6 FAX a MEMO SUBJECT: UNITED ARTISTS HEATRES SEMINOLE TOWN CENTER Sanford, Florldn TO: LESS MILLER VRATSINAS CON TRUCTION FROM: RON STO'FSER DISC U.S.SIO.NO.N. rLCASI: FINE) AT'ACHF,I) COMMENT., FR(.)M ROsi: ENGINEERING ASSOCIATES, INC;, DATED MARCH 22, 1000 CONCERNING OUTSTANDING GUE S-rIONS FROM THE THRESHOLD INSPECTOR, UNIVERSAL ENGINEER SCIENCE'S DATFO MARCH 7, 1096 FOR YOUR USE. WE HOPE THIS Will. COMPLETE THE ONCFtINS THE THRESHOLD INSPECTOR HAS ON SUBJECT PROJFCT, PLEASE CON CT THIS OFFICE IMMEDIA"fELY IF ADDITIONAL INFORMATION IS REQUIRED. YOUR ATTENTION TO THIS MATTER I a1APPRECIATE.D. cc. DOUG ALEXANDER JEFF REED DAN OGDEN BRIAN CORE. JIM I10sr. NITED ARTISTS THEATRES NITED ARTISTS THEATRES NITED ARTISTS TIlrATRES CC CONS fI uuriON OSI- ENGINCI_RING AS:iOCIA'I L.S 0 0 MOR-25-96 MON 12:55 VRATSINAS ikOSE, ENGINZERJNG ASSOCIAorr-So INC* Consuiling situctural Engli'00ts I-.---- - --.- A 4073248081 P.06 fticy S. P.11001044: Ty"'Of J", P'C' V1(, Ron Stotser iStolser & Associates 501 Plrst AvGnU0 Columbus, GA 31901 Ro',' United Artist Theatres, Seminole -own Conter Job No. 1237, Sanford, FL Summary No. UA-15 Project No. 18341-001-01T Door Mr. Stotser' t please find attached responses to outstanding qUestions from the special inspector. Please forward 00pleS of sums to all co inmed PatIlos. Yours vary truly, Jim C. Roso Attachments 0 0 334) 7yJ.0417 11CLI C)HIC0 Boy. 370:) 0 o4.o7[1 - 2157 Uomon flucid 36101 MAR-25-96 MON 12:56 VRATSINAS 4073248081 P.04 UNITED A TIST THENIFERS SEMINOLE TOWNE CENTER SANF i RD, FLORIDA Marrh 22, 1995 I RCFERENCE: Weekly Threshold EUrninnry Report No. UA-15 n gL0(LR9! Rj_QLr,.QM SII. No. 2 li Sit. No. 4&5 Longth of la is not critical. Dowels are of fully stressed In tonslon. Ploase delime that reinforcing which was missing, Doos the re bar added per Sit. No. 5 satisfy the Contract Documents Structural teal 051 Q Please define "open" items so t hat we may respond, 1G C>e- MAR-25-96 MON 12:56 VRATSINAS 407324803/ I P.05 UNITED AR 171ST THEATERS SEMINOLE TOWNE CENTER SANFO D, FLORIDA _ Mar 22, 1996 REFERENCE: Dally Throshold lna action Ropoil to. 31 tr lclur l taol f0 1.41 1A Accepted. 1 t3 .. Joist glydor seat shall be ldod both sides of soat Y4' X 4". 2A Installation shall comply w th Contract Documents. 12 Reducod anchor bolt vrnb dment is found not to be a problem. SIL No. 6 Substitution of d amolor for'/a diarnolor expansion bolts at Sections 1/S8 and IS8 is acceptod. Sll. No. 7 Use corns or impact dovice to determine approxlmato In-placo concrete strength. 0 RosE ENGINEERING ASSOCIATES, INC. Consulting Structural Engineers April 3, 1996 Mr. Les Miller Vratsinas Construction Company 216 Louisiana P. O. Box 2558 Little Rock, AR 72203 Re: United Artists Theatre Sanford, FL Dear Les: Prindpal: Jlrn C. Roso. P.E. Assodwos; Leroy Turner Jr., P.E. Thorns A. McCs!Is!er We are in receipt of your letter regarding SILS No. 4 and 5. As stated in your letter, we approved the tieing of the #7 bars to the #5 dowels. E Yours very truly, 6x Jim C. Rose JCR:br Post Office Box 8703 • Dothan, Alabama 36304-0703 • 2157 Denton Road 36303 • (334) 794-0792 • FAX: (334) 794.0417 I/ A 4 ¢ ' April 3, 1996 Jim Rose Rose Engineering Associates, Inc. 2157 North. Denton Road Dothan, AL 36304 RE: United Artists Theatre Sanford, FL 32771 SILS No. 4 & 5 Dear Jim: The cell reinforcement in question references Note J by column 75. A #5 dowel was installed inthefooting.by mistake. I asked you if you wanted me to epoxy a #7 dowel or just tie a #7 doweltotheexisting #5. Your response was to tie a #7 to the existing #5, that it would be stronenoughinthisapplication. This is what was installed, per your instruction. g Universal Engineering requests a written acceptance of this (SIL Nos. 4 & 5) before they will signoffonthebuilding. If you have any questions or require any additional information, please do not hesitate to call me. Sinc rely, Les Miller Superintendent cc: Jeff Reed, Uiuted Artists Ron Stotser, Stotser & Associates GENERAL CONTRACTORS • CONSTRUCTION MANAGERS • ENGINEERS 216 Louisiana • P.O. Box 2558 • Little Rock, AR 72203 501)37R-nn17 . ;:— Ir-r), N 0 REPORT OF SWISS HAMMER TEST PROJECT: OWNER: CONTRACTOR: VC <_ TESTED BY: 01 ORDER ##: PERMIT #: DATE REPORTED: 7"' DATE TESTED • % > RESULTS OF TEST: _, P ( to it, i TEST FIELD DATE INDICATED REQUIRED NUMBER LOCATION POURED STRENGTH, PSI STRENGTH N G, .l i..,,•,.;1,..,,.: I'•fl._ -C'z c. • mac;-,,,, Thi- --- ..r for mid in .ccor d.nc vibFi b end Ord labor ^b ory m bYlod Respectfully Submitted, Professional Engineering Inspection Company, Inc. Gary H. Elzweig, P.E. President P.E. No. 0034163 DISTRIBUTION COPY: Building Department Owner Contractor Architect PC I CO Project file Accounts Paya&Yb --- Is! SIL"7 F. NIVERSAL E GINEERING SCIENCES Co ultants In: Geotechnical Engineering En ronmental Sciences • Construction Materials Testing 0 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attn: Gary Winn - Chief Building Official April 5, 1996 Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Final Summary No. UA-16 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 February 25, 1996, through April 3, 1996. Also attached are the following: 1. Final 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, 131 6-1S. r 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 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering Environmental Sciences • Construction Materials Testing April 5, 1996 City of Sanford P.O. Box 1788 Sanford, Florida 32771 Attention: Mr. Gary Winn - Chief Building Official Reference: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Final Summary No. UA - 16 Project No. 18341-001-01T Dear Mr. Winn: Offices In: Orlando Gainesville Fort Myers Merritt Island St. Augustine Daytona Beach West Palm Beach To the best of my knowledge and belief, construction of all structural load -bearing components for the above -referenced project complies with the permitted documents, including approved changes as noted in our daily reports and on the Special Inspection Log. The final Special Inspection Log is attached. This letter is intended to comply with Florida Statutes, Chapter 553, Section (7)(a). WJD: ts 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) File ( 1) Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Warren J. Deatrick, P.E. Florida Registration No. 1,016.5. Special Inspector No. 0745 . a 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 a Project No.: 18341-001-01 T Date: April 5, 1996 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 FINAL 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, East wall No. 26 No reinforcement inspection WJD Received reports WJD 10-19-9.5 2 10-12-95 Pilaster North and south of Columns No. 41 Lap splices WJD Letter Jim Rose, P.E. u:4-o 03-22-96 3 10-12-95 Wall Exterior walls Embedment WJD Received reports WJD 10-19-95 4 10-12-95 Wall N and S emergency exits Missing rebar WJD Letter Jim Rose, P.E. rID 04-03-96 5 10- 12-95 Wall N and S emergency exits Rebar added WJD Letter Jim Rose, P.E. wK 04-03-96 6 12- 08-95 Wall Mezzanine: west and south in. vs. '/2 in. WJD Letter Jim Rose, P.E. 03-22-96 7 01- 19-96 Footing North lobby No testing WJD Test Results: Gelzwieg, P.E. 04=01-96 Reviewed By: Warren J. Deatrick, P.E. Note: WJD = Previously Reviewed by Warren J. Deatrick, P.E. Project No.: 18341-001-01 T Date: April 5, 1996 WEEKLY THRESHOLD SUMMARY REPORT NO. UA-16 Addressee: City of Sanford P. O. Box 1788 Sanford, Florida 32771 Project: United Artists Theater, Seminole Towne Center, Job No. 1237, Sanford, Florida Inspector: Brian Hammer CONCRETE REINFORCEMENT 03200 Walls: Project Performed final walk through to resolve SIL NOS. 2, 4 and 5. See the attached letter from Jim Rose, P.E., accepting final work. CAST IN -PLACE CONCRETE 03300 Footing: North lobby Attached impact hammer test results, indicates compression strength of 3,000 psi (project spec. 3, 000 psi). This satisfies requirement from Jim Rose, P.E. (SIL NO. 7). STRUCTURAL STEEL 05120 Walls, Roof, Columns: Project Performed final walk through to resolve SIL NO. 6. See attached letter from Jim Rose, P.E. PROJECT: Final walk through conducted. No deficiencies noted. WJD: ts Attachments: Stotser Letter (4 sheets) Vratsinas Letter (3 sheets) Revizwed By, Warren, J;: Deatrick, P.E. Flor da:.Registration No. 13165 Special ; Inspector No. 0745 PlPR-25-96 MON 12:55 VRATSINAS 4073248031 P.02 501 FIRST AVENUE, COLUM(i S, GA. 11901 706-571-972.7 1 706-571-0 06 FAX RECORD OF CONVERSAT! TELEPHONE ____._ MEETING ____I DATE 25 MARCH 1996 SON MEMO SUBJECT: UNITED ARTISTS HEATRES SEMINOLE TOWN CENTER Sanford, Florida T0: LESS MILLER VRATSINAS CON TRUCTION FROM: RON STOT SER D I.SC U.S.SI O.N . PLEASI= rIND AT('A(..HFI) COMMENT., Fnom nosi; ENGINEERING AS SOCIATES, INO. DATED MARCH 22, 10OG CONCERNING OUTS'IfANDING QUESTIONS FROM THE THRESHOLD INSPECT011, UNIVERSAL ENGINEER SCIENCES DATFO MARCH 7, 1096 FOR YOUR USE. WE HOPE THIS WILL COMPLETE THE ONCEftNS THE THRFSHOI.D INSPC('TOR HAS ON SUBJECT PROJECT, PLEASE CON CT THIS OFFICE IMMEDIA"rEI.Y IF ADDITIONAL INFORMATION iS REQUIRED. YOUR ATTENTION TO THIS MATTER 1:1APPRECIATED. cc. DOUG ALEXANDER JEFF REED DAN OGDEN BRIAN CORE: JIM 110s1: NITED ARTISTS THEATRES NITER ARTISTS THEATRES NITEO ARTISTS THFATRES CC CONS HIUCTION Oil' ENGINCI_{11NG A:3:3OCIA*1 L.S u 0 MAR-25-96 MON 12:55 VRATSINAS k0SE ENGINEERING A SS0C1tATv-8. INC, Consulting Sltuctura! ErI91"Ors larch 22, 1996 Ar, Ron Stotser Stotser & Associates 501 First AvonuO Columbus, GA 31901 IRo'. ' United Artist Theatres, Seminole Job No, 1237, Sanford, Ft_ ii Summary No. UA-15 Project No, 18341-001-01T Door Mr, Stotser: Picase find attached responses to outs Please forward copies of sem9 to all ct Yours vory truly, I Jim C. Roso f JCR:br Attachmonts own Conter 4©7324^0©81 F`. kf5 A+ocfpa+: T1+ana A, ud;R<<v riding questions from tho spoclal Inspector. corned Pat- los. 0 i'34 7`J4.4742 FAX; (33d) 7 4.0417 j I'osl UII+ca tier. 310a potl an, AlshnmEt 3G'104.0) ;3 2157 UoMt,n [wind 3G303 {.. } ` MAR-25-96 MON 12:56 VRATSINAS 4073248031 UNITED ARTIST Tt•IEXrERS SEMINOLE TOWNE CENTER SANF RD, FLORIDA Ma .h 22, 1995 RCFERFNCE: Weekly Threshold urnmory Report No. UA-15 e(f r e 2 0 I 1ns.0 2ncrel ..9_ s1. 32 -1_ .Q Q SII. No. 2 Length of in is not critical. Dowels are 101 fully stressed to lonslon. Sll. No. 4 5 Please dell a that reinforcing which was missing, Doos the re bar added per Sit. No. 5 satisfy the Contract Documents Sir.ctt ral ee 051 Q Pleese define "open" items so t hnt we may respond, P. 04 0 0 r MAP.-25-96 MON 1 2 : 56 V RATS I NAS 4073248081 P.05 UNITED AR FIST THEATERS SEMINOLE OWNE CENTER SANFOI D, FLORIDA _ Mar '2.2, 1996 REFERENCE: Daily Threshold Ins action Report No. 31 tr clur l_lyl (45AM 1A Acceptod. 16 Joist Alydor seat shall be ldod both sldos of soar'/:, X 4". 2A Installation shall comply w th Contract Documents. 12 Reducod anchor boll emb dment Is found not to be a problem. snar,. ln mt , Pn. Low SIL No. 6 Substitution of/a d remoter for'/a diamotor expansion bolts at Sections 1/S8 and /S8 Is acceptod. Sit. No. 7 Use corns or impa t device to determine 9pproximato In -place concrete strength. u m RosE ENGINEERING ASSOCIATES, INC. V Consulting Structural Engineers April 3, 1996 Mr. Les Miller Vratsinas Construction Company 216 Louisiana P. O. Box 2558 Little Rock, AR 72203 Re: United Artists Theatre Sanford, FL Dear Les: Principal: Jkn C. Ro", P.E. Aswd,uot: Leroy Turner Jr., P.E. Thomas A. McCHnister We are in receipt of your letter regarding SILS No. 4 and 5. As stated in your letter, we approved the tieing of the #7 bars to the #5 dowels. Yours very truly, Jim C. Rose JCR.-br f Post Oltice Box 8703 • Dothan, Alabama 36304-0703 • 2157 Denton Road 36303 • (334) 794-0792 • FAX: (334) 794-0417 April 3, 1996 Jim Rose Rose Engineering Associates, Inc. 2157 North Denton Road Dothan, AL 36304 RE: United Artists Theatre Sanford, FL 32771 SILS No. 4 & 5 Dear Jim: The cell reinforcement in question references Note J by column 75. A #5 dowel was installed inthefootingbymistake. I asked you if you wanted me to epoxy a #7 dowel or just tie a #7 doweltotheexisting #5. Your response was to tie a #7 to the existing #5, that it would be strongenoughinthisapplication. This is what was installed, per your instruction. Universal Engineering requests a written acceptance of this (SIL Nos. 4 & 5) before they will signoffonthebuilding. If you have any questions or require any additional information, please do not hesitate to call me. Sinc rely, Les Miller Superintendent cc: Jeff Reed, United Artists Ron Stotser, Stotser & Associates GENERAL CONTRACTORS • CONSTRUCTION MANAGERS • ENGINEERS 216 Louisiana • P.O. Box 2558 • Little Rock, AR 72203 501) 376-nn» . P (rr), % o-7c .I i t REPORT OF SWISS HAMMER TEST PROJECT: ti . ,' , /= % h -.-9 7-"F1C, ORDER it: OWNER: C-(til,' T:. ;ik'i,; PERMIT it: CONTRACTOR: VC C DATE REPORTED: TESTED BY: DATE TESTED: RESULTS OF TEST:1 1 ( TEST FIELD DATE INDICATED REQUIRED NUMBER LOCATION POURED STRENGTH, PSI STRENGTH Th i- An-1 y_1- v-m per -Lb" sb-CJ-ed l-bor mob Fiod. . Respectfully Submitted, Professional Engineering Inspection Company, Inc. Gary H. Elzweig, P.E. President P.E. No. 0034163 DISTRIBUTION COPY: Building Department Owner ""'} Contras=tor Architect F'EII=O file AC C OUnt s Payab'l"b'--- S rL `7 W Ind;en lent Test A balancing of Air and Hydronic Systems in 'me Air conditioning industry Richard Flanders Enterprises, Inc. 10212 W. Sample Rood Coral Springs, Florida 33065 April 9, 1996 Mr. Jose Ponce Control Systems of America 10530 N.W. 26th Street Suit::e F104 Miami, Florida 33172 Pe: U.A. Theatre„ - Seminole Town Center N.E.B.B. Ceritfled Phone (305) 755-2912 Miami (305) 940-1139 Miami (305) 940-4173 FAX (305) 755-4194 Dear Jose, We have completed our Test and Balance procedures in the abovereferencedproject. The report is being typed and reviewed, and will be sent outASAP. Very tr. your r j nberg o --er ions Manager H-R:ks 70 ' d (T 4HH7 T ;A Is t- [ T T gf:S7.T 9J /( )o AIR 09MET TEST FXPORT PROJECT SYSTEM :am OUTLET MANUFACTURE Ft TEST APPARATUS REMARKS,, opt) r-:7. -1 7`.1-EXIIH71 C:*.:4 01,]H7-1 04HW-iT.-4 qT :7T q F, C-,, T .- r, (71 -- H A H. w IUCHARJD FLANDERS FAN TEST REPORT ENTERPRISES, INC. PROJECT FAN DATA FAN NO. FAN NO. N NO, 41- manufactiaer MoCiti Numk:*r rWia(Number Class Motor M3ke/Frarnle Motor H,P,/RPM TEST DATA DESIGN ACTUAL 101E51GIN' ACTUAL DESIGN ACT U Fan RPM hp Total S.P. s- Voltage T, 11 T,13r, T, 2-0 12-0 Amperage Ti T 2 T3 REMARKS. I ddd311,13 Sd31P 10-3z] G'dIJH-j I d 9T.:ET.- 7 Q PROJECT IUCEUkRD FLAMERS FAW TEST REPORT EN Lq'EL'37TFaM A dio (v - PAN DATA FAN NO, FAN NO. Q PAN NO, Location Service Modof Number Serial Number 94(l ,( pOb b7 d(( fQ}fiGhC7 Class 1 . _ Alq eloMotorH-P,IRPM Volts/Phase/Hertz F.L. Amps/S.F. W' 7- 7 h 0 TEST DATA DE31UP4 ACTUAL OF -SIGN sot) ACTUAL DE540(4 ACTUAL CFM Pan RPM 19 ,S- 7- jq qS-- 1p >,5-- 2 6 0 Total S P. 1 Ip z a T, TZ T7.1gatr3T1 3 20 1 I", 2-0 11q Amrwrage T1 T2 TA 7-1 01 REMARKS: T F * rA ldddliH3 E'Id-30tq-:J, aHHDId 966T— mn RICHAR)) FLAMFM F" nST REPOFT EZMRMSESI INC. PROJECT FAN DATA FAN NO, FAN NO. 7,S FAN NO. Location Service Manufacturer Model Number po Serial Number Class y— or ACTU66 ef Z0&( Motor Make/Frame Motor H.P./RPM Volts[Phase/Hprtz F rn p VS,.V. TEST DATA OESi(3N ACTUAL UESIGN Ak C T tVj A L CFM Fan RPM TOIA(S.p. VC)fIhgt C~ AmpttAge T, TI'Fl T f 7 REMARKS- ldddd11,G Sd3IHH-I--J adHH) 1r ST :7T FAN TEST REPORTRICHARDFLANDERS FIMRPMES, INC. PROJECT --1,1_ZL/I it -7-" 5'es"?l1voAc — EfA-,C.t).K) FAN DATA FAN NO. FAN NO. FAN NO. r Locrion ManUfaCtVrer Model Number Scrial Number A1-0. 0 9 A - Motor Make/Frame Motor HP./RPM F.L- ArnjDs/S,F, Motor Sheave Make Motor Sheave Diam./Bore Fan Sheave Mae Fan Sheave Oiarnjaorr No. Belts/Make /Size Sheave IL r)ist&nce TEST DATA DESIGN skCTuAs_ Ots;IQN AcTUAL, OtSIGN ACTUAL C F M Fan RPM Total S.P- Voltage T, J. 124) Amperage T, TZ T3 2,41 Z— REMARKS- w PROJECT rr A',% / 1004" PA 1T TEST REPORT FAN DATA Location FAN NO. j FAN NO. v ram, FAN NO. 40 0 Manufacturer RlLABC Modtl Numttr Scriol Number p / V d D o0 Class Motor Make/Frame A%f Kj Motor H.P.IRPM 100 Volurphase/Hertz 0 l ! µr F.L. Amasts.F. Motor Sheave Make Motor Sheave Qram.fBore Fan Sheave Make k Fan Sheave Dism./Sore No, BettslMakerSize ter-'"" 5htm % Distance DESIGN OESIOh 4o l TEST DATA CFM ACTUAL. DESIGN aJCTI}AL ACTUAL er Q IS16 Q Q15 0 a 940 Q Fan RPM Total 5.P.IFv0 Voltaga AmPerai)e T1 Tz T3 REMARKS: 1-1 r'le - 0;': -- -i U. 1-1 ij - I I I'' . I '-- 1-11 i . I I L L '—, - Q F&M.&G-E ROOFTOP RICHARD FIANDEM AIR COTtMMOVMG ENTERPRISES, INN UNTr TESTMRT PROJECT SYSTFIVI/t.)NIT LOCATION 00 O[C— Vk ) IV (O UNIT DATA M4kc!Model Number Type/Size T FL;'kl 7— Type Filters/Size Type Heating Section* A S TEST DATA EVAPORATOR IRM011 ACTUAL Total CF M Total S.P- 0i&ChaXge S.P. svct,00 S.P. Qwt. Air CFM 1-/00 Out, Air oamB Fl-- Re t, Air CFM A rrAir 08MB ERet. nt :A rrEnt, Air [)aANB Lyq. Air DBAV13 W, YK I Far) RPM T I I 7,T) Ampeti)4,e Tx TZ TS t REMARKS: f."J'(E 's toS&- A HPR-0&- 46 Mul4 1 =2,1 904 moots Ili AIR OUTLET I hi E 1-uXHARD YLAND11RS TEST REPORT ENrMRPRISES, INC. PROJECT Y4. 71ZA-Mr- 0 64kSYSTEM OUTLET MANUFACTURER TEST APPARATUS i - 1 Fm WOW I I 1 r1 ril oil W:M,44 REMARKS: MOKAGE WOOKU lUCHAFD FIAMERS AIR CONDMONMG FNTFRpRTsES, TNC. UN -IT TEsT REPOBT4lip I I — / r SYSTEM/UNIT PROJECT 6 LOCATION MOT08 DATA Make/Frame H-PdRPM F.L. AMOSIST REMARKS' 44w-,-f- nn r?nn r?mnr?r.,) I nl APR 0 9 1996 i:]. JHH: t I Id TT:c--.T dH I 6 1 .l AIiMUH1 "'i Hf'i _ i-ILbL s,b, J, a ir-i t' h. -- U t i -V L4 -j AM OU=T hiCHARM F1 )l'RS TEST REPORT Ft ENTERPRISES, INC. PFiC?JEC' C_'p.tlrl1.FYSrEM OUTLET MANVFACTURER ._ _-- - - -- _ TEST APPARATUS F. ICp OVTLFT Ocirlity ARl: 1lmINA11Y FINAL SERVED NO, T V K s1z1q AK CFI VCL VEX- on rpm VIV— QA CPT vFL CFI RlSMA0.KS Ito- a o D-bxzl I goo t REMARKn A` , - 1? C'+J Grp+y fir W F k -- Li t, PI Cl tA I i i1 N , t 4 L L, 4 S I I i v B&CKAaFj FMFMP AM C*=MOMNG ENTEBXWSES, INC. UNlT TEST REPORT P R 0 1 C C T SYSTFM/UNIT LOCATION REMARKS: Makeff rams Fvi,, Amps/S.F. r s -9 i MOTOR DATA 3 / (f'r 0 N W-11() ; IPAiOKAGE ROOFTOP RICHAR D YLANDERI3 AMCOND QNZNG E NTH ISEs V 1N0• UN Y TEST RT PROJECT 1.-..1__/1 Ir Is----.._.._-- ._-, - SYSTEM/UNIT LOCATIO M7ke/ Model Humtw UNIT J)ATA S, 7Q Typo- 6ize Serial Number TypeFilters/ Size Type htazing SCmon' A —S REMARKS: Aw l X L_-- 7T. *.-I Tr1.1 3.lE,l 1 :: ilt:.1H1 f.T:AHW-)T:*A n,T.:FT q:.f:,T.—F:R—AAH. i Tj 7 i. i ... w tit- AIR OUTLET hiCHARD FIANDERS TEST RaPORT EXTE SRS, INC. P R OJ E CT 41-12 SYSTEM CAC. OUTLET MANUFACTURER TEST APPARATUS NMI MIN.. PE% lAHKS: PAM&GE ROOFTOP RICH ARD FLANDEBB AIR CONDMONING ENTERPRISES, INC. UNrr TEST MPORT SYSTEM/UNIT k A -tA- 4-w- LOCAT ION Al r-)l Q 7- ReMARKS- 343-9 OT'd 1 ddd31[--13 QaUH-D I a 80:7-T 966-T-G-0-ddIJ i y CKAGE IOOYMP IUCHARD YLANDEFZ .SIR COND )NMG ly PROJECT_t4_/1__l_C !r`1 SYSTEM UNIT LOCAT((jNI TEST bATA EVAPORATOR Total CFM Total S.P. Discharge S.P. s tLan S.P.c Out. Air CFM' MOut, Ai* DB/WB Ret, Air CFM Rtz. Air DBMS Ent. Air DBMU Lvg. Air DB/WB Far+ RPM v- Voitage r' i',i rya Amperage Tl TZ T, aFMARKS: 6 DESIGN ACCTUAI. OT= V, ia t- 1 ^.. r :, i_c,-1I kM r`,MMK IWM.J (T`JWLJ-, T`a,. On•7T Qar-T._G.n-"rLaH V -i 8 NJ! tia RicHARD FIA E+ NTEBMUSES, INC. UNTr TEST RJ: PAO.IECT tT 1t t SYSTEM/UNIT LOCATION,N0 9Ctl Make/Frame H.F./RPM 1VGl[S/Ph4sejHeflz F.L. Amps/S,F. 6 REMARKS: MOTOR DATA 3-/3 -4 4cr4 r. r .a...., — I I. i-f i I1 11— _I. Cll.i. 1-1 1—, T `.I 1 fw .7T OLG T—GfS—'J JW H •{.-1J `S—• I'll 11 _lJ :_.P-411. 1-4tLL .. - w cab P&MAGE RMFTOP CHAFLD IS El c CC ITIO G EMPRISES, INC. UNW TEST pZpORT PRUJECT1".__ f` f R. r!' t`— - -- SYSTEM%UNIT _ 'L 1 1 A— LOCATION - j-;-) wo/F— Tr,zy V 2 UNIT DATA Make/ Mode! Number Type/ Size % T f' 17 tr_ K Serial Number ." 9SC a 008T Type Filltrs/Siz@ Type Heating Section' % t TEST DATA EVAPORATOR DESIGN ACTUAL Total CFNI Total S.P. Ciscrrarge SY. Suction S.P. 1 i 17 1) Ou; Air CFtA f I il 41 RI MARKS-. MC) TOA DATA Make/ Frame 17 H,P./RPM Volts Phase/Hertz TEST DATA DESIGN CONDENSER ACTUAL Refrigerantlt ns Zz ,Q (_ Compr, Mfr./NumtNr wtid Comm. Model,,Ser. Numtxr ow Amu. Control 4 JSuctioli Press./Temp Am—R/ iJ Cones. PreSS.Tfrr•{1 N. Crankcase Htr. A-ps. Compr. Volts T}.Tr7' T' t3T22)2 Compr. Amps TI Tz T3 C. P./H.P. Cutout Setting No. Of fins/faA RPM l --• Cond.. Fan HP!CFM Cond, fan Votta/Amps ter,, T c=.:•.r.—F•c.,—,,H ECHARD FLAIUIT'`RS ENTERPRISES, INC FAIR OUrLFT TEST RRRQRT PROJECT 4' &, 2 f_11 yd t iyulrl ti SYSTEM _ ~ A OUTLET MANUFACTURER _ _TEST APPARATUS Eli C` 1 it 1111 I REMARKS: r..i c.aM.i k M. r-,IMML IulJ rr JWL1^. T sJ OM • r T 4G.C.T—C.f.3—;YI,-1N V'}-, iS ;.. t> i.l.i L...d :!_); -: rl it ilcc , i:._ .•o '+ ,_ 1 .. . . 3 N t 41tig vc PACKAGE ROOYMP ENTERPRISES, ING UNIT TE 1,STjpp0RThi PROJECT(1. L SYSi E M/U N 1 LOCATION r); i&)[J%_ 1t(Jn_I_ i 6 UNIT DATA Make/Mode; Number 5 — Type/Site Serial Number Type FilTtti/Sizv T ypr- Healing Section TEST DATA EVAPORATOR DUIGN ACTUAL Total CFM Total S.P. Discharge S.P- Suction S'P Oui. Air CFM • J" D8iW8 Jl4) . '00Air kAirCFMAir08,NV8ntAir DBMSLx Air bB 8 t III4" Fan RPM Ampertgv T. T2 T3 J r J REMARKS', Make/ Frame MOTOR DATA H. P.JRPM VoluiPhasrlHertz p ; Q F. L. AmasIS.F. f F&C]K&04 FOP I RICHARD FLANDEBS C01ID Q C RP PISE3, C. UNIT TESTnPOPORT PROJI_CT 1 T// I,-`rlel - ---__ SYSTEM/UNIT LOCATION J&)0tc, 6L UNIT DATA Make/Modc Nunsl>!r f- , - Typef$ize Serial Number T f-71 TYpt Filters/Size Type Naating Section TE T OATA DESIGN EVAPORATOR ACTUAL Total CFM G to o I S.P.to Charge S.P. rN Suction S -P- Out. Air CFM , f f I Out. Air DB/W$ Ret. Air cb/W8 Lvg. Air OBr1N8 Fan RP ',I volta9c '' , 3 , T7 Ts Amperaae T1 TZ T3 REMARKS: MOTOR DATA Make/Frama (/, M.P./Rpm 41u- VolmrPha-x/Heru ni] ! •(J. F.L, Amps/5.F. . TEST DATA CONDENSER DESIGN ACTUAL Refriryorant/LDs KZZ Comer, Mfr./Nurnbor nJ VJ Oompr. MimlQIrSer. Number Low Amh, Control Suction Press./Temp. Cond. Press_'Temi,. CrankCa$e Htr, Amps. Comer. V41ts T3T Curnpr. Amps T 1 Tz T r} 1-.P./H.P. Cutouz Setting No, of tans/fan RP-M Cond. Fan HPICFM1'I Cone; fan VoIxs/Amp= n _ J, 6 u1 i" w PACKAGE ROOYMP iEN9 RICH F DEES , , CONDMOYMG EA SES, ING. UI`I`1"I.. ST PO PROJECT ILA, t r.`1` T _ _ SYSTEM/UNIT LOCATION UNIT DATA Make/Mpdol number 7ype%Sild Stnst Number O Type Filters/Size Typo Heating StCSiOn 7'1fi REMARKS: MOTOR DAArAoMake/Frame v H P-/RPM F.L. Amps/S-F. 3,1Ll-5'4 t y g. 7 n ' ,4 T,',1 AI;G.I_t:,l' I d V 0 :7-T 9661-6 -.RdU fiPR-tag r, rtr Pa 1b _ rath.f EESE 904 568- 1117 P.04 nrl:a. s 4'f r' • t e PROJEC`f SYSTEM/UNIT _ _~ LOGATfON %P UNIT DATA Make/modeJ Number Type/$rie Strial Number TypeFilters/Size T rry7peHeat,,q SlCtion TEST DATA EVAPORATOR DESIGN ACTUAL 7-ota1 GFM Total S.P. 0 icthaTge S.P. SuC;,on S.P. 4 Ovt. Air CFM S"a Out. Air DBAN6 Ret. Air CFM l0 Re,, AirDB/WB-- 1- Ent. Or D$,'W6 t_a9. Air 0$MJ8 Far. RPM. 7. r 16,3 Voltage T, T,_ T2.Tt Amperoge TI T, T, MOTOR DATA Make/Frame r i0 H.P./RPM Volts/phase/Hertz F.L_ Amps/S'.F. TEST DATA CONDENSER OESIGN ACTUAL Refrigerant/Lbs z'Z f" GOmpr, Mfr,Mumber n,y QQ 0r, Model!Ser. Number t_ow Arm). Control Suction Press./Temv. i Cond_ Press.'Temp Crarikcast Htr, Amps, r' r `• r 1 r 3LCompr, Volts— Compr. Arnin T t -r2 T3 V L-P./H,P_ Cutout Setting No, of fensifan RPM Cond. Fan HP/CFM T J Cond, fan Volts/Amps A w E PACKAGE ROOFTOP I I IUCHARD liaAMEM Aza Coi1TDrr )NiNG IMTERPRTSES, INC. UNrT TEST REPORT PROJECT 5Ys7 -M/UNIT LOCATION I 1 TEST DATA EVAPORATOR Totaj CFM ttn rge S.P. Suction S.F, Out. Air CFM . OUT .Air pB.MfB - R.et. Air CFM Ret Air DBIWB Ent Air DBME3 Lv,, Air D5/VY8 Fan RPVj volLb9f T, 17T7TaIT Am xra,e Tt TZ T3 REMARKS: OF -SIGN ACTUAL 2 </o 13` Y r r j PACKAGE iO F ' RC`LANI)E,S , CONDONING ENTEFJWsEs, INC. PROJECT SYSTWUNIT LOCATION Make/Model Number UNIT DATA Cr sO Type /Sit! J7 Seri;l Number Type FilterSlSi28 Type Haating SCCt on* REMARKS: MOTOR DATA Make/Fralme `--- YoltslPhase/HCri2 60 F,L. Amps/S.E. PEST IUATA DESIGN ACTUAL CONDENSER ReirigerantlLbs ZZ •b Gompr. Mfr.JNumber N Compr, Mod!I,Ser, Number Low Amb_ Contro!. Suction press.iiemp. Cond. Press 'Tt-;). CrankCise Htr, Amps. Compr. Volts T, ,. J,n _ .: 7 - j Comor. Am1)s T 1 T, Tj L—Lt L,p./H.P. Cutout Setting_ No. o1 farss/fan Rf':N Cord. Fan HP/CFM C-' Cond. tan VoltIiArnps I ANI) - UZ L-_.. t7 T ', l I'd TGl ET . 6G ----_! 7.6 — A*xt1u AIR OU119T h4CHARLD FLANDERS TEST REPORT o ENTERFFUSE5, ITC. PROJECT-Y./, J11) (Vk SYSTEM RL( OUTL-ET MANUFACTURER TEST APPARATUS r ry A tv;i <g n AAEA 0VTL-fT PArjIWN^Fqy SEQVEC 40. Tyftt SIZE AK CFLA VCL L_ VEL- OR corm VTV191- C F IMA VCL ACAAARK511CMA5 GRru of 2% 11K TT- Ea-3 loo 11 I i—o -O-r 1fb- bit) 00 qDi 00, z7-u A 0 2- 1 J REMARKS: LT'd 00:1-E'T 966T-60-d0i TAiRICHARD YL All DEW -PACKAGE ROOMP AIR - 14O Q ERPRISES, INC. *aNn TB&r RRMRT PROJECT SYSTEM/`UNIT iI LOCATIONTor-cI/y C c1//? d ! UNIT DATA Make/ Mpde1 Number z` -f/— !,3 TvGeiSizo - Serial Number S Type FHters/$i=e Y;> e t-e1tin9SeCtion• TEST DATA EVAPORATOR DESIGN ACTUAL Tozal CFM MTotal S.P. ! III, i c DrchargeS.P. I - -- e LAICB9p .b Rot. Al' CFM Ret. Air D8M/B Ent. Air Air [)B Wg I 1J(r lj i Leg. A r 0f3N46 v j r• Fan RPM T v VGIi) gv Amperage T, T. T3 REMARKS: r` T*-T -v TEST DATA CONDENSER g15SIGN ACTUAL. Refrigerant/ Lbs 22 e) Compr. Mfr,/NumWr y Compr. Model,Ser, Number Low Arnb. Control SuctiomPress./ Temp, Cond. Press 'Tema tj C. rankcaje HT.r Amps. Compr. Volts " T7'T'Y.r] J Compr. Amps T. T TT= TarrL. P,/HY, Cutout Sazxing No, of fares/fan RPM Cond. Fan NP/CYPA Cond, fan Volts/Amps 419'D ` ~ 3 ip64-,jI w F R OMP RICRARD KANDERS AIR CO] QNINGENTERPIUSES, INC. ``SST REPORT Pf10JEC:rJd--./_!! / I`':::..... _ ------ ..... SY`iIEM/UNIT _—J -' rt7% T LOCATION UNIT DATA Make/Model Number Type/S ze P Serial Number C) O s Q r/ Type Filter%/Site 14)(zo,x Type Heatinq Section • TEST DATA EVAPORATOR DESIGN ACTUAL Totai Total-S.P. % 7 Qiscnarge S:P. Su< Inn S.P. 1 e tav$ FM ir )8NV3 Ent. Air DUMB Lvg. Air 08,W8 a, RPM VO''•tdG r.r Amperage Tr Tz T, REMARKS - MOTOR DATA Make/Frame H.P./HPM! Volts/Phase/HerlY 7- F.L. Ampt/SS.r-. TEST DATA CONDENSER Ae friQeranttLbs DESIGN ACTUAL z/. Colt pr, Mtn./Number iN Compr, ModellSer. Number r, Low AmbbControl Suction Pre-w/T erne. COnd- PIBSS.:rTCmpy V Crankcase Htr. Amps.- tomor_ Volts Cornpr. Amps Tr T, T, L.P./H.P. Cutout Setting No. of {anss/fan RPM Cond. fan HPIUM Coed. fan volts/Arr,p' sI.,'i/j I 43r 1y 9 T T ',d !IJHH=1I J FS : T T 966T-6F1-JJH w RZ t = ' PACKAGE (7 PFER ENTER PRISES, INC. cOrrD ro G UNIT TEST Rp ipaRTPROJLC 1- - I LOCATION . - --.! } 1 ;,41CJi ]~PLC III i iy,/1l UNIT DATA hiakt/ Modal Number Type/ Size d r StralNumrType Filtors/Size Dx 2_— Type heating Secijpn' TEST DaIA EVAPORATOR DESIGN ACTUAL Total CFM_ _ — AMC d Total S.P. s S cc on S.P. ){ AF- Out. An CFM Our. AIT DBMS Fitt. Air CFM Re, Air OdMB Ent. Air C8.W8 Ir /1.d Lv9 At( oe.tiva Fan RPM Volid9e r'rT,-Tl AmLTerajjO T1 T= Tj 4 REMARKS.- MOTOR DATA Make/ Frame H, P./RPM Volts/ Phase/Hertz F. L. AmpsfS.F,- TEST DATA CONDENSER CornprMir./ Numtxr DESIGN I ACTUAL Compr Mtxlel!Ser, Number Low A,rb.. Control! Suction Press -/Temp. Cond. Press 'Temp_ Crankcase Hir, Amps- Carr - or. Volts Compr. Amos T1 T2 T l . • 6 D , L. P /H.P, C,itaut Sitting No, of fans/fan RPM T i/ QD Cond. Fan HP/CF1wt Cond- fan Volts/Amps x 031) 9 I T •11 G.r. T T r iC.G.S- f'i-•_•_.JI.J. 1 6 EkT4 BICIL&RD FLANDMIS CONDITIONMGENTERPRISES, INC. UNTT TEST RFXORT PROJECT j-ii.,.lt'__. 5YS7EM/UNIT---.J_'-3/T LOCAT ION UNIT DATA MOTOR DATA L %lak--p[ todel Number zy_9 Make/Framo Type/Size 'J — Serial Nurnt5er f, 9[1 Lj$'Q p Volts/Phase/Hera Type Fll;ertSizeY OX —An,ps/S.F. MT T'y[)c :-itatinS Section` TEST DArA^ EVAPORATOR DESIGN ACTUAL Tota; CFM Toza.l S.P. G Scharge S P r7 . Suction S.P 4` Out. ,air cFra Dut. Air 08 "TVA yet, Air CFM Rei. Air 08NV 6 E:nt. Air D$,^N$ I-vq. Air Dd,''rVB Far) RPM JItC y r T3.T T? LLAnperayeTTTzT3 J REMARKS: TEST DATA CONDENSER RefrigerantlLbs DESIGN ACTUAI< E2- 7o.' Compr. Mir,/Number t CAUAhJ Comm. Moclei Str, Nurnter Low Amb. Control l m Suction Preis./Temp, A0 Cond. Press..'Temcy.? G Crankcast Htr. Amps- Cbrnor.Vplis T,TT T)~ Compr. Amps T, Tz .Ti. L-P./H.P. Cutout 1 111 No, pf fans/fdn RPM d Cond; Fan HP/CFM Cand^fan VOIWAmps v Fl1 i TA.-a.=- 1 t.17 c:llWTLIH-I-! fM4HW-, T:.1 Cl(- • TT QCCT—C 01_`J Ju q Joe) NCH FLANDii'AS AIR OUTLET TEEM MPORTENTERPFJSES, INC. PR0JFC7_1 ,4,'FAb4-Mz- SYSTEM OUTLET MANUFACTURER TEST APPARATUS e i/- REMARKS: 3-1 ldd,d3ltG (ldHH-JId Z,S : T T 966T-60-ddO Uv P.WK.AGE ROOFTOP RICHARD FI ANDESN- - ENTERPRISES, ANC. CONDITIONMG IMT TEST REPORT PROJECT .1?f l- j _ -r r --- _. _ :iY51 LM/UNIT -- — 1- --- - -- _ ----- . LOCATION— --` ryr,rJOI /I 1r37f T _ _ Art X, 2 UNIT DATA MAke/Model Number 0 z Type/Size Y Sarnat Number Ty;w fitters/size i —16,K-WX;Z. 7-4 Typc Heating Sectlori' TEST DATA EVAPORATOR DESIGN ACTUAL rota) CFM Tatal S.P. C 2- V Suc:'on S P• r Out. Air Cl: M . out. A,. L)srwa fits. Air CFM 3 gei, Air OB,Nfl E;,t. Air DBNV R Leg. Air D8,M18 5'l n Fan RPM voltage r'T,Trr7 mperage T 1 Tz T3 REPAARKS* 1.Gt 1-I, MOTOR DATA Make/Frame T 7 H.P.lRPrd ze,- F.L. Amps/S.F..- TEST DATA CONDENSER DESIGN ACTUAL Compr. Mf(./Numtkr Comor. Modei!Set. N rrsty_r Low Amb. Control Suction Press.lTemn- A 37 Cond. Press 'Term). Crankcase Htr Amps. r GOm4r.VOltt Comp'. Amps T i T? T] i2S t L.P.IK.P. Cutout Setting a-tis No. of fEns/fan RPM Cond. fen HP/CFM Cond. fan votts/Amps q : T T. 96F T —GF -;dH J PACKAGE R00FMP RICHARD FLANDE RS AM CONDITIONINGENTERPRYSES, INC. TEST REPORT PRgJECT - <' Ja r, _ SYSTEM/UNIT _--jL — LOCATION . f ,ti%C%l ?"s.tcl l K.j l U Z— UNIT DATA Make/h'.ade1 Number r;,r -! [,0 — 7 % Type%Size T`> - 3 S!rial Number 021 Type Fdttrs,/Size Tye Heating Sectien r, TEST DATA EVAPORATOR DESIGN ACTUAL Total CFM 0 gyp Total S.P. Ei,icharge S.P. ---- Suction S-P.- Ovt Air CFM Cur AirD8,WB q,30 3.0 %1•0 Rel. Air CFM Re!. Air Cams q1' Log Lva AlDellva ,0 5 3 , b •SL ,o rS Fan RP JI ----•- 1'/ J 1-'. r Y3 t7.T v 4tage Y,.', 76-3 Amperage Tj Tz Ta r ) REMARKS:. MOTOR QATIA Make/Frame H.P./R PM— J ,r ;(, r % VOlts/VhaseiHertz F.t,. Amps/S.F. TEST DATA -- J-•— CONDENSER DESIGN ACTUAL Retrigernnt/Les 7.T % Comp(. Mfr.,YNumber Compr- Model,,Ser, Number Low Amb. Control SuctionPress./Temp. Jy Cond. PreSi./Temlr. Z11.6 Crankcase Htr, Amps, Z r,. r_ r,.rl Comer. Volts i T Gpmpr. Amps Tt T= r3 I D 1 , P./H.P. Cutout Seising t No. of fans/fan APM Cond Fan HP/CPM40 Cond. an VpITSiArnUS V I JddSit 13 I d 1 : T T 966T-60-ddH A RICHARD FLANDERS AIR CONDMONINGENTERPIUSES, INC. UIM TEST R2PORT sYs-r-_MjUNIT- LOCATION UNIT DATA make/Model Number C! 1 yt;e/5ize Serial Number Type Fiiiers/Size Type Heating Section' r T5ST DATA EVAPORATOR p2 t N ACTUAL Totai CFM j ( 300 Tota! S.P. % Drsr" arge S.P. S" rion S.P. Out. Air CFM I 1- si/fo 0- jr, Air DB/W9 p? t At, CFM LO I kt pet_ Air D9/WS—-- Ert. Sf/ T S • i{,tj> Lig. Air D8.NVe rdn rr, T.1 Voltage CVL 7,ra T1 TZ T1JC I REkIARKS: MOTOR DATA Make/Frame H.P_/ RPM Volts%Phase/ Hertz !! 'J / ym F.L, Amps/S.F,. ! ' TEST DATA COtvDEN$EA DESIGN ACTUAL Refrigerant/t bs R ,+ F COmpr. Mfr./Number fJIJJ1J(}' Corn r, Model Ser, Number Low Amb. Control Svcxion Press./ Temp. i a Cond. Prejs. rTemp Crankcase Ht. At -nos COrr1Qf, Vditj. r,.rTI.r3 J- Y Compr Amps T1 T2 T3 J 9,1Z61 L.P./ H.P. Cutout Setting No. of tans/fan fiPM Cone, Fan HP/CFM Cond. ter+ Volts/Amps to _ I tr fi L T ', 1 1"L I T II RICE F:LuAERs AIR t Tt iVE SES, INC.UNTr AIR FuLWpuT PROJECT-Ji—! /L- <L'- ,_____.--- -- SYSTEM UNIT _t LOCATION UNIT DATA Make/ModetNumber 20 1 Type/Size R7, 1lka- Z -41 r Serial Number, c Typo Filten,/Slzo Type Heating Section' Y < TEST DATA EVAPORATOR OESIGN ACTUAL. Total CFM Total S.P. Discharge SY, Suction S.P. but.. Air CFM Out. Air DB/WB Ret. Air CFM G jCd Ret_ Air DB/WB Ent. Air DBA S Lvg, Air ORMS Fan RP0.1{ Voltage ''-;W,T 2.TJ Amperage Tt TZ T3 REMARKS: w L- +t MOTOR DATA Make/Frame N.P.IRPM r Volts/Phb e/Hertz / I 7 F.L. Amp$/S,F.. TEST DATA CONDENSER DESIGN ACTUAL Ref rigerantktn Compr. Wr./Number Comer, ModeliSer. Number lV nb Low. Amb. Control Suction Press./Terno. 9- Cond. Pren.rfemp, Crankcase Hir- Amps. Compr. Volt$ r,.T, TTTF3 COMN . mps Tl TZ T3 L.PJH:p. Cvtout Setting e No, of fens/fan RPM 4V., Fan HP/CFM Cord. fan Volts/Amps LlQ Z _ l tt --? r 1 T't.l_1'%.1-, 16.17 kndepondent RIChard Flanders Enterprises, Inc. tF,sti•0c,ia„c;ng 790 S. Milltory Troll AJr orrn HydrQnic 1)ystorrl.5 IO 3 Yf1C. In the 112 Conditioning bxiustry 10212 W. SAMPLE ROAD CORAL SPRINGS, FLORIDA, 33065 Lproject F-mplayee "' NEBB CQR TIFIED 3(5) 9AG-1 139 305)940-4173 005) 481-69W FAX (306) 698-0061 ote u&B Project Reoetved Reviewed. - — --- No!es Punch List Items Please Print ri / ilrl Q.>tr--..r--r- __Vt.+i—f cJ fe CiC1 N • 11 looms iAnRK PoQrii° 7WC /lrSt v 01--m j FjcJ pQ S.Y- L)1A1sr F_r3 . >A5 /F AE /RP-/N 1v 7i'r wA ro '04Y nT1a 1, ! To S g c_n,gtsJ Idit o e, l l' ',PO + t -t! 6n1 De et1-/"!C3 Cat`-.-t VE tJi_, 0—SC- -e RC"-1ov rj t 4 1 N kgs n'r_ s Z:v . 7ke 4Pr-w1v C- /S 29-6 )p auc2 6AJ C 01 F ru . .f3!-L z C /VOff 2F T GNA(/-Q—oy- iaU FriTras A r/11 c t, t+KS . Ai J 71,1 A I P- Dt T_ Tc /31efIo4c1 Sri,?1•1 / /D ,_oc.3Rxll Sys 5 E ao,- AIL , Is A 4s The above pun& list items must be res Md prior to subsequent passes through the syslem(s)_ If requested To recheck the systom(s) and the above items are not corrected a backcharge for lost time will be sent. Signatures i r CLIENT_ PRINT t j A.F., INC. — INT iI`HH=) PA t,S :. T ti Dhr T-6Gi-ddH ets n erPtlse$, Inc 005) qw-AViand ( 41-59W ins R1 chaCd ivy ,. M,uta v T Fix Avow LAO 0212 W, SAM`QRtDA33065 i« gQR1NGS t, coRa ,,; n9 ReCeh ed-------- If Ptojecl Jam•-- t Fad Z !t{- Oy —P-, t fl t J IL nt fly.• 1 LIU,it11 tc seF'Ut i . Tblel—_. tJ ` 121 - It 00 ll\R;t7Illy/ Its w•r - t . PROFESSIONAL ENGINEERING AND INSPECTION COMPANY. INC REPORT OF COMPRESSIVE STRENGTH TESTS PROJECT: OWNER: ORDER #: 953969.00 SETS: CONTRACTOR: Vratsinas Construction Comp PERMIT No.: 95-3144 LOCATION.OF POUR: Dumpster Pad @ West Side of Building FIELD INFORMATION FIELD TEST DATA DATE SAMPLED: 02/26/96 DESIGN MIX #: P30A44J SAMPLED BY: D. Hanson SPECIFIED STRENGTH: 3000 SUPPLIER: Rinker AIR TEMPERATURE: 78 TRUCK #: 256 CONCRETE TEMPERATURE: 84 TICKET #: 2732574 WATER ADDED ON SITE: 10 BATCH TIME: 1:02 pm SLUMP: 4.5 TIME SAMPLED: 1:45 pm AIR(%): LOAD SIZE: 9.5 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 03/01/96 4 63000 28.26 2229 D N/A 2 03/04/96 7 87500 28.26 3096 D N/A 3 03/25/96 28 115000 28.26 4069 D PASS 4 03/25/96 28 120500 28.26 4264 D PASS FRACTURE TYPES: A -Cone, B-Cone & Split, C-Cone & Shear, D-Shear, E-Columnar Respectfully submitted, Professional Engineering Inspectbion I. Cc IManyc, 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 0 IF---------' M. 501 FIRST AVENUE, COLUMBUS, GA. 11901 70G-571-9227 / 70G-571-0806 FAX RECORD OF CONVERSATION TELEPHONE _____ MEETING MEMO DATE 25 MAnCH 1990 SUBJECT: UNITED ARTISTS THEATRES SEMINOLE TOWNE CENTER Sanford, Florida TO: LESS MILLER VRATSINAS CONSTRUCTION FROM: RON STOTSER D I -S C_U _S_S1.0_1_:. PLEASL FIND ATI-AGHFI) COMMFNTS FROM ROSF_ INGINL=LRING ASSOCIATES, INC. DATED MARCH 22, 1946 CONCERNING OUTSTANDING QUE:S-HONS FR(-')M THE THRESHOLD INSPECTOR, UNIVERSAL ENGINEER SCIENCES DATED MARCH 7, 1096 FOR YOUR USE. WE HOPE THIS Will. COMPI_E_TG THE CONCERNS THE THRESHOLD INSPECTOR HAS ON SUBJECT PROJECT, PLEASE CONTACT THI$ OFFICE IMMLDIA"ILLY IF ADDITIONAL INFORMATION IS REQUIRED. YOUR ATTENTION TO THIS MATTER IS APPRECIATED. cc. DOUG ALEXANDER UNITED ARTISTS THEATRES JEFF REED UNITED ARTISTS THEATRES DAN OGDEN UNITED ARTISTS THEATRES BRIAN CORE. VCC CON STHUG1_10N JIM I 10SE 11(.)SI- f.-NGINFI'_FIING ASSOCIAIL.S a 0 ZOSE ENGINEERING NSSOCYkT' P-S, )INC. Consulting Structural Englnoors larch 22, 1996 PrwctW, im O, fwso. L610y Tumrrr Jr., D:f. Thwn+t A. WOCntr.,tN nr. Ron Stotser Stotser & Associrat0s 01 First Avenue Columbus, GA 31901 Re: ' United Artist Theatres, Seminole Town Center Job No. 1237, Sanford, Fl_ Summary No. UA-15 Project No. 18341-001-01T Dear Mr. Stotser: Please find attached responses to outstanding questions from the special inspector. i Please forward copies of same to all conmrned patties. Yours vary truly, Jim C. Bose JCR:br Attachments 0 I'wi OIGca S)ox, 0703 Dolhnn, AlahcarnEs 38304-07U3 2.157 Donlon Road 36303 (334) 7 4.0792 FAX; (334) 79.1-0417 REFERENCE UNITED ARTIST THEA'TERS SEMINOLE TOWNE CENTER SANFORD, FLORIDA March 22, 1996 Weekly Threshold SUmmary Report No. UA-15 oncreto Relrlfgr an _(Q? )_-qnd nit M_r?sonr O QQ Sit, No. 2 Length of lap Is not critical. Dowels are not fully stressed in tension. Sli, No. a & 5 Please define that reinforcing which was missing. Does the re -bar added per Sih No. 5 satisfy the Contract Documents? i ;truGtural Steel 051201 Please define "open" items so that we may respond. 13 0 r UNITED ARTIST THEATERS SEMINOLE 't'OwNE crENTER SANFORD, FLORIDA March 2.2, 1996 REFERENCE: Daily Threshold Inspection Report No. 31 tructural 5teel ($10) 1 A Accepted. 1 B Joist girder seat shall be welded both sides of seat 1/+" X 4". 2A Installation shall comply with Contract Documents. 12 Reduced anchor bolt embedment Is found not to be a problem. SR r a .In5Pg_(o1'!-Um SIL No. 6 Substitution of diameter for diarnoter expansion belts at Sections 1 /S8 and 5/S8 is accepted. SIL No. 7 Use corns or impact dovice to determine approximato In -place concrete strength. a CITY OF SANFORD, FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME V1 Adrt D ,/7(k4 ADDRESS OF JOB_ IZIQ I Du1N CP.vt i f c. ELEC. CONTR.- (.A2 Ef r'd : cResidential Non -residential -A — 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 flousinjZ New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial p ervice Application Fee i TOTAL I By signing this application I am stating 1 will be in compliance with the NEC ' uding Article 110, Section 0-9 and 110-]0. i ding Master Electrician STATE COMPETENCY N0. C-oo Zb CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952% G DATE: G PERMIT #: tf0 t O ! BUSINESS NAME:A fin. T - i ADDRESS: y30 Cc-,T PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM G AMOUNT $ S COMMENTS: Fees mustmust 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 Sanford, Florida. Sanford Fi Prevention plicant- ature Try-Cor Electric, Inc. ELECTRICAL CONTRACTORS N.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 TWek EC0001326 Try-Cor Electric Inc. 3220 37th Street Orlando, Florida 32839 407-839-4699 I hereby authorize the l ((- T Planning, Zoning and Building De rtment sue permits for the above referenced company to: Q thorized Person) Location Address: 436 1OW4 ,47`el atl7-11& Perri , i Ak 9-5-45- _ I certify that the above person is authorized by the company and I an that fully res onsibl and liable for all acts performed under s id per it Signature of Qualifier Signature o uthorized #nt worn to and subscribed before me this _— day of 1996 My commission expires . SUSM C. SPENSIERI f :r_ MY COMMISSION N CG41TM EXPIRES October 31,1998 BONDED TNRU TROY FAIN INSURANCE, INC. s rt WSJ- 4' 1 P '•...$ s+- 7rrrwr..rrrrq _ r x l< A # 2 7 7 2 6 4 9 STATE OF FLORIDA j DEPARTMENT OF BUSINESS AND PROFESSIONI x. r ELECT CONTRACTORS,L-LCENSING p ' i err r 1h' ++ ,Y9# • 'u y.. y • 7r.,p 5 1r k YTX.`Saa vq•+, ^' i, ^Y arc 'av PT3t swt- , r 5'xfi`r x 0',1 C4 3°2b w x .a at S ysa Y FOR GTRI CA CD C UKE=L®1BViSCETIED z Rt=VISIONSOF.CHAPTER29 > rUN,pBR TAUC 32 1996" iEXG?RING M }... tM511, 23 3q, TRY;.-COFt ELEGTRI,C 52Q5,...CONC FL N CpUkT: QRL D 32919 p F i< 5 t CANTON -CHILES Go ERNoa DISPLAY WACONSPIQUOUS PLACE I F BP& S a t t x k Y- 1995*** EXPIRES ORANGE /COUNTY OCCUPATIONAL LICENSE 1802-0000043 DUPLICATE 09/30/96 Earl K.YVood'TAX COLLECTOR ORANGE COUNTY, FLORIDA u c'p^npo^ycc"o'y:n ccr-o=sox ow=zomws s^r ocE,Ss''N^rC.now7r no:r/x/s«o,*'rHs?ucsnssREo npOy'A* vo ucs,es,s^noc`n uc:r,s,'r,oo a oross AND ^w,or*e L°wFu^ur*op',"'^uop omocrcaso, HeouG"ss/.="uE^' r`` ` ' ` ^ ,` ''~`-^''-'` '` '-' ^ 30.00 10 UNITS1802CONT—ELECTRICAL' TOTAL SERVICE CODE FEE 30.00 TRY COMAECTRIC TRYTEK FRANK 52051CORCH CT ORLANDO FL 32819 TOTAL DUE .V0 3220 37TH ST ' A — DRLAHDO TRYTEK FRANK PAID 5501697.0001 30.00 08/09/95 THE ronmss000sS A Rscs!PrWHEN VAuoATsDsv7 sTAX CoLLsC7O9 f ri., s r i' i.. „ °' -.. > _'" ,$ peg•: UNITED ARTISTS THEATER,, SEMI'NOLE TOWNE CENTER FIRE- ALARM/PA SYSTEM` S 09/25/95 ITEM QTY MODEL ,` DESCRIPTION A 1 4100-8201 • , FIRE ALARM CONTROL PANEL WITH 2 FOUR UNIT CABINETS B 1 4100-8009 REMOTE MICROPHONE PANEL WITH PAGING SELECTOR SWITCH C 1.. 2081=9281' BATTERY CABINET W/4 2081-9211 50 AH BATTERIES, D 1 4603-9101 , REMOTE LCD ANNUNCIATOR E .. 1 2080-9024 DIALER ,W/2 2080-9022 CORDS I ` F 27 2099-9796 -ADDRESSABLE MANUAL STATION W/27 2,099-9813 TRIM PLATE 4 2098-9652 ADDRESSABLE BASE' 4 2098-9576, 'SMOKE DETECTOR. FOR BASE G 24-12098=9649 DUCT SMOKE .HOUSING 24 2098-9201 SMOKE DETECTOR FOR HOUSING 24 2098-9811 HOUSING BAFFLE 24 2098-9797 49" SAMPLING TUBE' 24 2098-9806 REMOTE TEST SWITCH H 14 2190-9'172 ADDRESSABLE INTERFACE DEVICE. IAM) DS-FS-TS CONNECTION I 4 ITEM QTY MODEL DESCRIPTION 1 3 2098-9460 : SHUNT TRIP HEAT DETECTOR J 14 208879007 HVAG CONTROL" RELAY 3 2088-9017 PROJECTION CONTROL RELAYS K 5 4903-9219 HORN/STROBE `UNIT: L 43 4904-9137 _ STROBE ONLY UNIT M 42 4902-9707 SPEAKER N 2 2905-9942 OUTDOOR SPEAKER 2905-9942 FLUSH PLATE' 0 2 OPFA ELEVATOR WARNING LIGHT P-1, 2, 3 BATTERY CALCULATION 93,5implex UL, U LC Listed FM Approved* STANDARD FEATURES: UL Listed for NFPA 71, 72, UL 1076 Security Operation, and Power Limited Applications per NEC 760 80 Character Dynamic LCD Display Battery Supervision (Low/No Battery) Dedicated Supervisory Service Indicator and Acknowledge Nonvolatile Flash EPROM SOFTWARE FEATURES: WALK TEST System Test" 4 Operator Access Levels 600 Event Historical Logging Zone Selectable Alarm Verification Programmable Zone Coding (PNIS) Individual Circuit Disconnect/Disable Selective Signaling and/or Relay Control OPTIONAL FEATURES: Style B or Style D Initiating Device Circuits Style Y or Style Z Notification Appliance Circuits Control Relays with Positive Feedback Interface to MAPNET 11"" Addressable Devices and TrueAlarmTm analog Sensorst Expandable to 1000 Circuits Voice Communications MINIPLEXO Transponders Trouble Silence Reminder Supervised Serial annunciators Graphic Annunciator Interface Modules 4120 Network Interface (Multi -Media) RS232 Outputs to Remote Printers or CRT Interface to 2120 Multiplex System Decoder Module Applicable FM approval information is available on request. WALK TEST system test is protected under U.S. Patent 4,725,818. True:^ Fire Alarm Systems 4100/4120 Microprocessor Based Monitoring and Control System tteit.„i,:,,,i.....•........ra„f., -_+. ' ........ ,r,IN.S1 ai3, ii llll,f M 1.Illllllli141141d!!lSILHUt4,:7i1JIM1(S LL!!S.}z41332l1ii d.Eea)1:11 `illflJl1 .111kE 11l1111311R 4100-SERIES FIRE ALARM CONTROL PANEL INTRODUCTION: The Simplex 4100 is a microprocessor based Fire Alarm Control System using the latest in electronics technology. The 4100 can be custom programmed to meet a variety of applications and local code requirements with its simple yet powerful and flexible software. The 4100 system is fully field configurable, programmable and editable. This flexibility minimizes delays in job completion due to last minute changes by allowing these changes to be made on site. The system can be easily expanded up to a maximum of 1000 circuits in any combination of Initiating Device Circuits, Notification Appliance Circuits, Auxiliary Control Relays and Addressable Devices. Note: When configuring a panel, substituting the prefix 4120 for 4100 will add the special modifications required for 4120 network operation. Refer to data sheet S4120-0001. tMAPNET addressable communications is protected under U.S.Patent # 4,796,025. TrueAlarm analog detection is protected under U.S. Patent # 5.155,468, & 5,173,683. Co 1995 Simplex Time Recorder Co. Publication S4100-0013-8 4-95 OPERATOR INTERACTION: To provide maximum efficiency in performing primary fire alarm functions, the 4100 master controller operator's panel (shown in Fig. 1) makes visible only the indication and interaction keys required in an emergency situation. Alarm. Supervisory and Trouble conditions are indicated at the operator's panel by dedicated LEDs and a tone -alert. An 80 character Alphanumeric Liquid Crystal Display provides information as to the point status (alarm, trouble, etc.), type of alarm (smoke detector, pull station, etc.) number of alarms in the system, and a custom location label. Alarm, supervisory and trouble conditions have dedicated acknowledge buttons. Operation of the appropriate acknowledge button silences the tone -alert. However. the LED remains illuminated until all conditions in that category are restored to normal. The 4100 can be programmed to perform a "global acknowledge" in accordance with NFPA 72 where a single keypress of the appropriate acknowledge button will silence the tone -alert for all points in that condition. The 4100 can also be programmed for individual acknowledgment of each point in an abnormal condition as well as their restoration in accordance with NFPA 72, proprietary supervising station operation. Notification Appliances can be silenced by pressing the Alarm Silence" button. Depressing the "System Reset" button restores the system to the normal operating mode. To serve as a "trouble reminder" when a trouble condition remains in the system and the audible trouble signal has been silenced, the tone -alert can be programmed to resound at user specified time intervals. FIRE PRIORITY 2 SYSTEM SYSTEM ALARM POWER O O O O O O ALARM ALARM SUPERVISORY TROUBLE SILENCED ON AACKM AACKM ACK ACK ILENC RESET' ACKNOWLEDGE FIGURE 1 For increased functionality, simply open the "access door" to expose the additional operator keys (as depicted in Fig. 2). The depth of the operator's interaction is determined by four Security Access Levels. For instance, Level 1 allows routine actions while Level 4 is reserved for more sensitive operations by an authorized operator. The "FUNCTION KEYS," "DISPLAY/ACTION" keypad, and the "ENTRY" keypad are the operator interface sections which provide, in a self directing manner, operations nonessential in a fire emergency situation. These operations include items such as: `ENABLE" or DISABLE" a circuit, turn a control point "ON" or "OFF", and menu items such as: "SET TIME AND DATE", DISPLAY HISTORICAL LOGS", etc. The "NET" key is used to display 4120 Network point data located at other network panels. CONTROL FUNCTION KEYS O O= O O O O DISPLAY ACTION ENTRY F1 F2 F3 F4 P FUNCTION MENU Z;NE S^ AUX OO PREVIOUS TEST FIB 10 MAP O O O O O OOONEXT FIRE PRIORITY SYSTEM SYSTEM ALARM POWER O O O 0 O O O O O O ARM ENABLE ALARM ALARM SUPERVISORY TROUBLE SILENCED ON OFF NET ADD DEL O O = DISARM ODISABLE O AACKM AACKM ACPK ACK ALENC RESETX AUTO DISPLAY CLRTIMEENTER ACKNOWLEDGE FIGURE 2 2 Programmable "CONTROL" keys and associated LEDs. Possible applications: city disconnect, door holder bypass, manual evacuation, elevator capture bypass, etc. ''CONTROL" keys can be individually passcode protected so that only certain Access Level operators can perform that function. Operations of the four "FUNCTION KEYS" vary within each Main Menu Option. The keys' function will be defined in the top line of the LCD display. For example, in the "DISPLAY HISTORICAL ALARM LOGS" "FUNCTION" menu, depressing the F2 key will display the most recent alarm event stored in the history log. 80 Character, Backlit, Liquid Crystal Display FUNCTION KEYS CONTROL CITY F1 F2 F3 F4 DISPLAY ACTION ENTRY OO DISCONNECT O O O O FUNCTION MENU ON (SIG) AjX O 0 v v LAMP L J F1 = ALAR F2 = LAST F3 = CLEAR F4 = QUIT PREVIOUS TEST 4 15 6P 0 0C=D NEXT o FIRE PRIORITY 2 SYSTEM SYSTEM ALARM POWER 7 8 9 O O O O O O O O ARM ENABLE ALARM ALARM SUPERVISORY TROUBLE SILENCED ON NET ADD OFF DEL 0 0 DISARM DISABLE O O OO AACKM AACKM ACK ACK ALENC RESETA AUTO DISPLAY ENTER CLRTIME' ACKNOWLEDGE i The "DISPLAY/ACTION" and "ENTRY" keypads allow operators having certain access levels the ability to perform controlling functions to the system's zones, signals or auxiliary control relays, or to gain access for system information. FIGURE 3 MODULE DESCRIPTIONS MASTER CONTROLLER MODULE • Power Supply (basic): 4100-7000 SERIES) — 8 amps @ 28.5VDC output for system operation The 4100 Master Controller Board provides system — Power Limited control, synchronization, and supervision of all — LCD Readout of System Voltage and Current, and modules, continuously scanning each module for any Battery Voltage and Current status changes. Optional 2A @ 12VDC (4100-0019) Operator's Panel. One SPDT Auxiliary Trouble Relay Contact Rated at 2 Amps @ 30 VDC. City Circuit: 24VDC Remote Station (reverse polarity), local energy, shunt master box or a form `C' contact output Interface to Digital Alarm Communicator Transmitter (DACT) for NFPA 71 applications. is Battery Charger (4 Amp): Charges up to 11 OAh Batteries Compatible with Lead Acid or Nicad Batteries REDUNDANT MASTER CONTROLLER (4100-7023) Provides monitored dual control with automatic switch - over hardware. SPECIFICATIONS: Humidity.............................. Temperature ................. Input Power Requirements 85% Non -condensing 32°F to 120'F 0°C to 48°C 6 amps @ 120 VAC or 3 amps @ 240 VAC for each power supply MODULE DESCRIPTIONS (Cont.) INITIATING DEVICE CIRCUITS (4100-5000 Series) Eight Circuit Zone Modules provide system expansion of Class *B' (Style B) or Class `A' (Style D) Zones Capable of supporting two -wire Simplex smoke detectors plus normally open contact devices (pull stations. heat detectors, etc.) Accepts Mechanical Coded Inputs Clearly marked installer termination points AUXILIARY CONTROL RELAYS (4100-3000 Series) Built-in fuse protection per contact Feedback points for positive indication of on/off status of remote devices. Clearly marked installer termination points. 4100-3001 Four CPU controlled relays DPDT contacts rated for 2 amps @ 24VDC, or 0.5A @ 120VAC, inductive. 4100-3002 Four CPU controlled relays DPDT contacts rated for 10 amps @ 24VDC, or 240VAC, inductive 4100-3003 Eight CPU controlled relays SPDT contacts rated for 3 amps @ 24VDC. or 120VAC, resistive ADDITIONAL BATTERY CHARGER 4100-0104, -0114) Capable of charging 110 Ah batteries Can charge lead acid or Ni-cad batteries Monitors for AC power failure, low/no battery, and high battery level 240VAC power input option (-0114) RS-232/2120 COMMUNICATION MODULE 4100-0113) Provides two RS-232-C outputs for remote printers and/or CRT Five RS-232-C ports maximum per 4100 system Each port can be vectored by event category Can be configured to connect to a 4190 Series Command Center Can be configured to communicate with a host 2120 Multiplex System NFPA Style 7 RS-232 Module Available (4100-0137) NOTIFICATION APPLIANCE CIRCUITS 4100-4000 Series) Two, four, or six circuit modules provide system expansion of Style Y or Style Z circuits Circuit ratings: 2A @ 24VDC: 50W @ 25 VRMS, 100W @ 70VRMS (for speaker circuits), or for up to 6 fire fighter's telephones Supervised for opens, grounds, and wire -to -wire shorts Dual and triple channel modules have integral switching relays for selecting the proper audio channel output Outputs can be programmed for temporal or march time codes Clearly marked installer termination points SIG3 SIG4 EXPANSION POWER SUPPLY (4100-0105, -0115, 0108, -0118) Five amp regulated 24VDC output for peripheral devices requiring ± 5% regulation (-0105, -0115) Eight amps @ 24VDC output for standard peripheral devices (-0108, -0118) Filtered Power Limited 240 VAC input option (-0115, -0118) ENHANCED CHARGER PACKAGE (4100-0124) Same as the 4100-0104, or -0114 with the additional features of: Manual switches for high rate charge. and AC disconnect LED indications for AC fail/disconnect, low/no battery, and high battery level Battery meters to indicate battery voltage and charging current. 0-50VDC Voltmeter, 0-15A Ammeter. MINIPLEe REMOTE INTELLIGENT POWER SUPPLY (4100-0117) 8A, (two taps of 4A each) regulated at 28VDC 4A for battery charging Addressable electronics communicate status, voltage and current information for viewing at the front panel LCD. Front panel can be used to control output taps. STYLE 7 INTERFACE MODULE (4100-0123) Maintains 2120 communications during a wire -to -wire short fault condition. Primary, secondary, and transmit data status indicators 4120 NETWORK INTERFACE RS485 Communications (4120-6011) Modular Interface Card (4100-6012), choose Fiber Optics Media Card (4120-0143) or Combine with RS485 Media Card (4120-0142) (refer to Simplex Data Sheet S4120-0003) 4 MODULE DESCRIPTIONS (Cont.) E 4100 VOICE COMMUNICATION COMMAND CENTER COMPONENTS MASTER •. ONE-WAY VOICE COMMUNICATION MICROPHONE TWO-WAY FIREFI MASTER PHONE TELEPHONE CIRCUIT SELECTO SWITCHES AUDIO CONTROL SWITCH MODULE ONE-WAY VOICE COMMUNICATIONS SYSTEMS: Single & Dual Channel Audio Triple Channel Audio with a Dedicated Microphone Channel Multiple Supervised Remote Microphone Inputs Multiple Built -In Selectable Tones Spoken Voice Coding Multiple Digitized Human Voice Messages Spoken Walk Test Digitized Voice/Tone Generation Automatic or Manual Audio Control Separate Evacuation, Drill, and Optional "All Clear" Voice Messages and Tones Ready -to -Talk Indicator for Microphone Synchronized Redundant Voice Tone Generator Local Panel Speaker for Tone/Message Broadcast Verification Miniplex Voice Transponders for Distributed Audio FIREFIGHTERS' TELEPHONE SYSTEM: Firefighters' Telephone to Audio Interface Multiple Remote Master Phones Ring Signal on Remote Firefighters' Telephone Indicates Call Request Telephone Circuits are Supervised for Open and Short Circuit Conditions LOCAL PANEL SPEAKER GENERAL: The 4100 Audio System provides one-way voice communication, alarm tones, and/or digitally prerecorded voice messages to alert occupants of a fire or other emergency situations. Evacuation signaling may be automatically generated via alarm initiated event programs in the 4100 Master Controller or by firefighting personnel utilizing the system microphone. The system may also be equipped with a Firefighters' Master Telephone module to allow the Fire Commander two-way communication with firefighters or fire wardens located elsewhere in the building. OPERATION: The heart of the 4100 Audio System is the 4100-0210 series Audio Control Board which provides routing and preamplification of digitized alarm tones and voice messages. Actual tones and human voice messages are recorded to digital format and stored in the Audio Control Board's message memory. When called upon, an integral Voice Tone Generator (VTG) recreates the audio waveforms of the prerecorded voice/tone messages to sound completely natural. The Audio Control Board receives instructions from the 4100 Master Controller to direct the routing of the audio tones, codes. prerecorded or manual voice messages to the appropriate audio output circuits. 5 MODULE DESCRIPTIONS (Cont.) AUDIO CONTROL BOARD 4100-0210 SERIES) Message Memory — Custom Message Data Routing Matrix — Input/Output Switching Audio Inputs: Master Microphone Remote Microphone #1 (Optional) Remote Microphone #2 (Optional) Primary Voice/Tone Generator Secondary Voice/Tone Generator Optional) Phone to Audio Interface Audio Outputs: Channel 1 (Single Channel 4100-0210) Channel 2 (Dual Channel 4100-0211) Channel 3 (Triple Channel 4100-0212) Local Panel Speaker Audio Tones: Slow Whoop — A slowly ascending tone from 200 to 830 Hz in 2.5 seconds. Recommended for fire alarm and no other purpose. High/Low— A free running tone with a high frequency of 750 Hz and a low frequency of 500 Hz. The "ON" time (high) is 100 milliseconds while the "OFF" time (low) is 400 milliseconds. Horn — Continuous 500 Hz tone. Can also be used for coded systems. Chime — A 600 Hz tone with a 1.5 second delay time. Can be used as a free running tone or on a coded system. Beep — A 500 Hz tone with a time duration of 0.7 seconds on and 0.7 seconds off. Stutter— A 500 Hz tone with equal on and off times of 100 milliseconds. Wail — Ascends, then descends between 600 to 940 Hz. GSA Tone — Continuous 2000 Hz tone. Bell — A fundamental frequency of 350 Hz with prominent harmonics at 700 Hz and 2100 Hz. Zone Coded Signalling is available using tones or spoken numbers. Spoken coded messages can be used in place of conventional pulse tone coding eliminating counting and interpretation of the zone coded location by appropriate personnel. For example, a fire alarm zone such as 1st Floor East Smoke Detector Rm. 23 will be Code 1123. Two possible transmission schemes are: Conventional Zone Coded Signalling where T = Tone T... T...TT... TTT... T... T... TT... TTT.. . Spoken Coded Signalling CODE, ONE..ONE..TWO..THREE CODE, ONE..ONE.TWO..THREE The Digital Audio Controller has the ability to precede spoken codes with phrases and alert tones. The previous example could have been preceded with a chime tone. The word "CODE" could be replaced with the phrase "DOCTOR FIRESTONE, PLEASE DIAL...". Preprogrammed special messages are available on request. The standard Evacuation Message is as follows: ATTENTION... ATTENTION... ATTENTION... AN EMERGENCY HAS BEEN REPORTED ... ALL OCCUPANTS WALK TO THE NEAREST STAIRWAY EXIT AND WALK DOWN TO YOUR ASSIGNED REENTRY FLOOR OR MAIN LOBBY... DO NOT USE THE ELEVATOR... WALK TO the NEAREST STAIRWAY... DO NOT USE THE ELEVATOR... WALK TO the NEAREST STAIRWAY." Up to five minutes of special phrases and messages are available to meet specific applications. AUDIO AMPLIFIERS (4100-0200 SERIES) Integral Amplifier Monitor Input for Amplifier Backup Automatically Switches to a Backup Amplifier upon Primary Amplifier Failure Battery Backup Capability 25VRMS Output 70 VRMS Output (Option) Frequency Response of 120 to 12,000 Hz MAPNET 118, TRUEALARM- MODULE (4100-0110) Up to 127 MAPNET II Addressable Devices or TrueAlarm Analog Sensors TrueSenseTM point types can be selected for automatic sensitivity adjustment. MAPNET II Line Isolator Modules for Panel Mount 4100-0111) or Line Powered (2190-9169 Surface Mount or 2190-9170 Flush Mount) Refer to Simplex Data Sheet S4100-0002 DECODER MODULE (4100-0136) Translates coded initiating circuit inputs into addressable points. (Refer to S4100-0018 for more information). 6 MODULE DESCRIPTIONS (Cont.) MINIPLEX® OPERATION Allows Remote Location of: Amplifiers, MAPNET II and TrueAlarm Interface Modules, Initiating Device Monitoring, Notification Appliance Circuit Operation, and Auxiliary Control Circuits 4100-8010 for Standard Operation, 4100-8210 for Audio Systems Style 4 or 7 Connections Using 4100 Remote Unit Interface (RUI) Communications Refer to Simplex Data Sheet S4100-0015 The example shown depicts a smoke detector at transponder #1 informing the 4100 CPU of the alarm condition. The CPU then controls the appropriate audio output to both transponders #1 and #2. SMOKE SMOKE DETECTORS DETECTORS COMMUNICATIONS WIRING VL—r''I-L r-"LJ SPEAKERS r o SPEAKERS oAMP AMPI 120 VAC ; 120 VAC TRANSPONDER, i TRANSPONDER 2 1 L oo SIGNAL PATH LEGEND 4100 CPU ALARM INPUT 4— FROM DETECTOR CONTROL OUTPUT TO SPEAKERS MINIPLEX® TRANSPONDER SYSTEM EXAMPLE LED ANNUNCIATION Optional annunciation interface modules can be utilized for remote and/or local control panel annunciation. The LEDs are programmable for slow rate, fast rate pulse or steady illumination. 64/64 LED/SWITCH CONTROLLER (4100-0301) Interfaces up to 64 LEDs and 64 switches to the master controller via serial communication Continuously monitors switches for changes in status Supervises and controls LEDs Supervises LED/switch module placement REMOTE UNIT INTERFACE (4100-0303, -0304) Mounted in the Fire Alarm Control Panel, this module provides a supervised serial communication channel to remotely located annunciators and 1/0 Panels. Style 7 communication (-0304) 24 POINT 1/0 GRAPHIC INTERFACE (4100-0302) Each of the 24 points can be individually configured as either a switch input or a lamp driver output 150 mA lamp driver output (+24VDC common) Outputs can be steady, slow pulse, or fast pulse Switch inputs can monitor 2 position or 3 position switches Lamp test input Provides supervised monitoring and/or control for smoke control applications LED/SWITCH MODULES These modules contain socketed LEDs to allow customization within each module by interchanging different color LEDs. Switch modules can be used to manually control such functions as HVAC control, pressurization fans control, damper control, speaker circuit control, etc. cy ' h 0 h OO HO / HO OHO OHO OHO 0000 00 00 00 8 red LEDs X X X X X 8 yellow LEDs X X 8 green LEDs X 8 momentary switches X X 8 three position maintained switches X 4603- 9101 LCD ANNUNCIATOR GENERAL: The Simplex 4603-9101 LCD Annunciator used with the 4100 Series Fire Alarm Control Panel provides remote area annunciation and control. Information is transmitted to the 4603 LCD annunciators over a single twisted shielded pair cable. Other styles of Simplex Serial Annunciators can be connected on the same pair of wires. (Refer to Simplex data sheet S4603-0001.) 7 PACKAGE MOUNTING: TRIM BAND SEMI -FLUSH ONLY NOTE: A system ground must be provided for Earth Detection and transient protection devices. This connection shall be made to an approved, dedicated Earth connection per NFPA 70, article 250, and NFPA 78. 4 UNIT m 41DO 28-5/8" 727mm) OR WIDTH - 26-3/8' 7-3/4" 197mm 670mm) 2-1/4"— 57mm) OX WIDTH - 25-3/4" 654mm) o 6 UNIT 28-5/8" 727mm) DOOR WIDTH — 26-3/8" 670mm) BOX WIDTH — 25-3/4" 645mm) 0 I 1 0 52-1 /8" 1324mm) 1-7/16" 37mm) 3" 76 m) 3-3/4" 95mm NOTE: 2-UNIT BOX HEIGHT = 20 3/4" (527mm) 3" (76mm) MIN. I — TRIM BAND 24" (610mm) MAX. SEMI -FLUSH ONLY IMPORTANT DISTANCE BETWEEN CABINETS MUST BE NO LESS THAN 3 INCHES (76mm) AND NO MORE THAN 24 INCHES 610mm). 7-3/4" 197mn 2-1/4" I _ 57mm) j 3„ 76mm) 3-3/4" 95mm 36-1 /4" 921 mm) 1-7/16" 37mm) Simplex Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. 0 Simplex UL Listed FEATURES: Data Communication via One Twisted Shielded Pair of Conductors Supports Panel Mount LED & Switch Modules Supports Graphic Annunciation Supervised from Simplex 4100 FACP Semi -Flush or Surface Mount Pluggable Long Life LEDs Low Current Consumption SPECIFICATIONS: Finish ..................................................Beige (Standard) Red (Optional) Operating Parameters: Operating Voltage ...............24VDC from 4100 FACP Humidity..................................85% Non -Condensing Temperature.........................................32 F to 120 F 0 C to 48'C Mounting Requirements: CABINET SIZE HEIGHT BOX TRIM 2 UNIT 20 3/4" (52.7cm) 23 1/2" (59.7cm) 4 UNIT 36 1/4" (92cm) 39 1/8" (99.37cm) 6 UNIT 1 52 1/8" (132.4cm) 55" (139.7cm) Cabinet width is 26 1/4". Note: For a more detailed mounting description refer to Simplex Publication FA4-21-203. DESCRIPTION/OPERATION: The 4100-8009 remote annunciator panel is designed to be a companion piece of equipment to the 4100 Fire Alarm Control Panel. The 4100-8009 functions as an annunciator for the system's monitor or control points, and provides clearly marked toggle switches to allow operation of the system's control points. The annunciator supports either panel mounted switches and LEDs or graphic type annunciation. The 4100-8009 is fully supervised allowing indication upon Life Alarm® Fire Alarm Systems Annunciators 4100 Series 4100-8009 REMOTE ANNUNCIATOR loss of communication at both the remote annunciator and main control panel. Any LED failure or removal is individually indicated on the 4100 alphanumeric display as a trouble. The 4100-8209 annunciator incorporates all the features listed above, but is utilized when a remote audio command center is required. This model allows mounting of the remote microphone enclosure (4100- 0410) and/or the remote master telephone enclosure 4100-0411). 1990 Simplex Time Recorder Co.. Gardner, Mass. 01441-0001 U.S.A. Publication S4100-0004 25M 4-90 MODULE DESCRIPTIONS ANNUNCIATOR MODULES: These optional modules are used to interface the panel mount LED/Switch modules or graphic type annunciation to the 4100 control panel. 4100-0301 64/64 LED/Switch Controller Supports up to 64 LEDs and 64 switches Monitors switches for status changes Supervises and controls LEDs Supervises LED/switch module placement 4100-0302 24 Point 1/0 Graphic Interface Individually configurable as a switch input or lamp output Inputs can monitor supervised or unsupervised 2 or 3 position switches and toggle type switches Outputs can be slow pulse, fast pulse or steady 150 mA lamp driver output (+24VDC common) Supervised monitoring and/or control ANNUNCIATOR LED & LED/SWITCH MODULES There are several types of panel mount annunciator modules available. all containing a variety of LEDs and switches. All modules contain socketed LEDs to allow color changes on an individual bases. All LEDs may be programmed for slow rate pulse, fast rate pulse or steady illumination upon change of state. Switch modules can be used if manual control of circuits is desired. Typical uses for switch modules include control of pressurization fans, speaker circuits, dampers, etc. 0 d 0 d 0 0 d n 0 0 0 0 0 0 0 0 0_ 0 o_ 0 0 0o 8 red LEDs X X X X X 8 yellow LEDs X X 8 green LEDs X 8 momentary switches X X Freeposition X ntained switches 4100- 0500 SERIES LEDs Packages consisting of 8 pluggable LEDs that are used to custom configure any of the LED/Switch modules. The 4100-0501 contains 8 red LEDs: the 41 00-0502 contains 8 green LEDs: and the 4100- 0503 contains 8 yellow LEDs. 4100- 0408 ANNUNCIATOR CONTROL SWITCH MODULE 0 This module provides the remote annunciator panel with many of the features of the 4100 front panel. The module has 8 pre-programmed features. Lamp - test — Tests the integrity of all LEDs located in the annunciator. Communication Loss Acknowledge — Used for acknowledgment of the piezo when a loss of communication occurs between the annunciator and the master control panel. Alarm Acknowledge — Used to acknowledge alarms that are displayed on the remote annunciator. Supervisory Acknowledge — Used to acknowledge general system supervisory conditions that are displayed on the remote annunciator. Trouble Acknowledge -- Used to acknowledge troubles that are displayed on the remote annunciator only. Alarm Silence — Used to silence signals system wide. This switch mimics the Alarm Silence Key at the front panel. System Reset — Used to reset the system. This switch mimics the system reset key at the front panel. Manual Evacuation — Used to cause an alarm evacuation condition. Operation of this switch • activates a general evacuation operation. ANNUNCIATOR CONTROL SWITCH MODULE 4100- 0408 LAMP TESTCOMM ay LOSS ACKALARM 14 ACK K J 4100-0410 REMOTE MICROPHONE ENCLOSURE Provides a dynamic push to talk microphone at the remote annunciator panel location. This module is necessary when remote paging is required. To provide manual control, LED/switch modules must be ordered. By utilizing serial annunciation capabilities a minimal amount of wires are required. 4100-0411 REMOTE MASTER TELEPHONE Provides a remote master telephone enclosure, used whenever a private two-way voice communication is desired. To provide manual control of telephone circuits, LED/switch modules must be ordered. 4100 AUDIO ANNUNCIATOR CONTROL SWITCH This module provides manual control of audio and other system functions normally provided at the 4100 front panel. In addition to lamp -test, system reset, alarm silence, alarm acknowledge and communication loss acknowledge the following features are available. ALL SPEAKERS EVAC — Manually controls speaker circuits and plays the evacuation tone over all speakers. SELECTIVE EVAC — Used to play the evacuation tone/message to selected speaker circuits. ALL SPEAKERS TALK — Used to activate all speakers at a lower priority for microphone announcements. AUDIO CONTROL SWITCH MODULE 4100-0416 SYSTEMRESET ALLSPEAKERSEVAC SELECTIVE EVAC WENNUM ALLSPEAKERSTALK 3 PRODUCT STANDBY ALARM MODULE SIZE REQUIREMENTS ID DESCRIPTION OTY. CURRENT (AMPS) CURRENT (AMPS) NUMBER DOOR I INTERNAL 4100- EA. ISUBTOTAL EA. ISUBTOTAL EA. SUB TO. EA. SUB TO. SYSTEM TYPE 021 021 48009REMOTEANNUNCIATORPANEL 8209 REMOTE ANNUN. W/MIC.!PHONE 021 .021 4 8909 ADD TO EXISTING ANNUNCIATOR ANNUNCIATION EQUIPMENT 015 .260 2030164/64 LEDiSWITCH CONTROLLER 0302 24 PT. I/O GRAPHIC INTERFACE 034 .075 2 0401 8 POINT RED LED MODULE 2 0402 16 PT. RED/YELLOW LED MODULE 2 0403 8/8 MOMENTARY SW./RED LED MOD. 2 0404 8/ 16 3 POS. MAINT. SWJR-G LED MOD. 2 0405 8,16 MOMENTARY SW./R-Y LED MOD. 2 CONTROL SWITCH MODULES 0408 ANNUN. CONTROL SWITCH MODULE 2 0416 AUDIO CONTROL SWITCH MODULE 2 003 .007 4 4' REMOTE AUDIO COMPONENTS 0410 REMOTE MICROPHONE & ENCLOSURE 0411 REMOTE MASTER TELEPHONE 4 TOTAL STANDBY CURRENT (AMPS) TOTAL ALARM CURRENT (AMPS) TOTAL MODULE SPACE (INCHES) Simplex Time Recorder Co. Simplex Gardner, Massachusetts 01441-0001 U.S.A. Time, Fire Alarm, Security and Control Systems Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. 0 Simplex UL, ULC* Listed FM Approved FEATURES: Multi -Application Peripherals Remote LCD Annunciator for use with 4100/ 4120/4020 Fire Alarm Control Panels and 4100/4120 Universal Transponders Wide Viewing Angle, Super -Twist LCD with LED Backlight Two Lines of 40 Characters Each Control Switches for System Acknowledge, Alarm Silence, and System Reset Four Programmable Control Switches Information Transmitted over One Twisted, Shielded Pair Lamp/LCD Test Flush Mount on Standard Electrical Boxes Surface Mount Using 2975-9206 Box Optional Brushed Aluminum Trim SPECIFICATIONS: Voltage.................................................24VDC Nominal Alarm Current ............................................ 170mA Max. Supervisory Current .................................. ........... 30mA StandardTrim ...................................................... Beige supplied with both slotted and tamperproof screws) OPTIONS: (ordered separately) Brushed Aluminum Trim................................4603-9111 Surface Box ............................................... 2975-9206** Dimensions...............11 31/32"W x 4 5/8"H x 2 3/4"D 304mm x 117mm x 70mm) Finish ......................................... Light Brown Enamel ref. Wiremold® box 5744-6, extra deep DESCRIPTION: The Simplex 4603-9101 LCD annunciator provides remote annunciation and control using an 80 character, back -lit, alphanumeric, LCD readout. Information is presented in clear, descriptive English language and includes: point status (alarm, trouble, etc.), alarm type smoke detector, manual station, etc.), number of system alarms, supervisory conditions, and troubles, and a custom location label. Communications require a single twisted, shielded pair that supports other styles of Simplex serial annunciators on the same wire pair. and Accessories Annunciators 4603 Series Serial LCD Annunciator 4603-9101 LCD ANNUNCIATOR Alarm, Supervisory, and Trouble conditions are also indicated by dedicated LEDs and a tone -alert. Each condition has a dedicated acknowledge push-button switch that silences the tone -alert but leaves the LED on until all conditions in that category are restored to normal. Switch operation is either globally or individually acknowledgeable, determined by the control panel operation. Repeated operation of the appropriate acknowledge switch will scroll the LCD display showing activity in the sequence of occurrence. The tone -alert also sounds to indicate the operation of any of the push- button switches. Notification appliances can be deactivated by pressing the "ALARM SILENCE" switch. Pressing the "SYSTEM RESET' switch restores the system to normal operation. When system activity is normal, the LCD displays the time, date, and "SYSTEM IS NORMAL". Four programmable "CONTROL" switches and associated LEDs are included. Typical applications include: manual evacuation, door holder release bypass, elevator capture bypass, etc. All switches on the annunciator are controlled by the "ENABLE" key switch with a key is removable only in the disabled position. ULC Listed model is 4603-9101 C. 1994 Simplex Time Recorder Co. Publication S4603-0001-6 8-94 WIRING: r•lli;'i1+fNfPlNifillliit i P A Fi .1!ifEi t i tl'D4Stf-03Y13RHii'tl&Mt3t1iSt11!}3 TYPICAL FIRE ALARM CONTROL- Phli MOUNTING INFORMATION: 13.SiMpleX Building Systems Fire Detectiuu • .Sec:urty + Communicamms • Time Control 4603-9101 LCD ANNUNCIATOR INTERCONNECTION WIRING 1, #18 AWG twisted, shielded pair for communications. 2, #18-#12 AWG for 24VDC power. Refer to Installation Instructions FA4-21-264 for further wiring specifications. 4603-9101 LCD ANNUNCIATOR P JAL) Simplex Time Recorder Co. Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. Multi -Application Peripherals Simplex and Accessories Remote Station Devices UL Listed Digital Alarm Communicating Transmitter DACT) Model 2080-9024 FEATURES: UL 864 Listed per NFPA 72 for Central Station Service Dual Telephone Line Interface DACT Supervises Control Panel Connections Compatible with Simplex Fire Alarm Control Panels: 4002, 4020, 4100, and 4120 Automatic 24 Hour Test Reports in Six Major Communication Formats: SK 4/2 SK FSK1 BFSK14 and BFSK 23 SIA8 and SIA20 (Security Industry Association) SK 3/1 SESCOA 3/1 Auxiliary Relay, Programmable to Indicate Alarm or Trouble Programmable Power Fail Report Delay Internal Audible Trouble Alarm Fuseless Overload Protection with Automatic Reset SPECIFICATIONS: Input Voltage ...................18-32 VDC, 24 VDC Nominal Input Current @ 24 VDC.......................84 mA Standby 154 mA Alarm Aux. Relay Contacts ............. SPDT, 1 A @ 24VDC/VAC Dimensions ..........................10 3/8"W x 10 1/8°H x 3"D 264 mm x 257 mm x 76 mm) Weight....................................................6 lbs. (2.73 kg) Color........................................................................ Red LED INDICATORS: PowerOn............................................................ Green Trouble................................................................ Yellow Telephone Line Trouble...................Red TELEPHONE REQUIREMENTS: One per Line) FCC Registration#......................AC6USA-75160-AL-E Ringer Equivalence................................................0.1 B Jack ................................................ RJ31X (2 Required) Connection Type ........................................... Loop Start 1994 Simplex Time Recorder Co. 2080-9024 DACT DESCRIPTION: The Simplex model 2080-9024 is a digital alarm communicating transmitter (DACT) designed to monitor the status of a fire alarm control panel and report alarms, troubles, and supervisory conditions to a central supervising station. Operating power (24 VDC) with battery backup is supplied by the fire alarm control panel. Local AC mains are monitored and upon power loss, trouble reporting can be programmed with no time delay or with a selectable delay of from 6 to 12 hours. Communications to the supervising station are via two monitored telephone lines. If one line fails for more than 90 seconds, a trouble signal is transmitted on the other line and a trouble -alert signal in the 2080-9024 will sound for a local trouble indication. If both lines should fail, the trouble -alert will sound. Additionally, a time -of - day programmable test signal is sent to the supervising station once every 24 hours. An auxiliary relay is provided with SPDT contacts. Operation is programmable to indicate alarm or trouble conditions. Publication S2080-0008-2 9-94 PROGRAMMING: The 2080-9024 can be programmed for: telephone number changes, time changes, loop response time, user and installer codes, account numbers, AC mains power fail reporting delay time, and system or zone status. Programming can be performed by a temporary connection of an optional alphanumeric annunciator, or by using a personal computer and applicable software. TYPICAL ARCHITECT/ENGINEER SPECIFICATION: The contractor shall furnish and install an approved digital communicator transmitter to transmit fire alarm activity to a central supervising location. The communicator shall be UL 864 listed as conforming to the requirements of NFPA 72 for Central Station connections and shall be UL listed as compatible with the connected Simplex fire alarm control panel. 24VDC operating voltage and battery backup shall be provided by the fire alarm control panel. ENCLOSE WIRING IN CONDUIT, DO NOT EXCEED 20FT (6m) OR PER LOCAL CODES) The communicator transmitter shall have the capability of supervising two telephone lines and of seizing a telephone line and sending an alarm signal on one or both lines without the need of any additional equipment. If telephone service is interrupted on either line for more than 90 seconds, the communicator transmitter shall be capable of reporting the loss of either telephone line without regard to which line failed. If both lines fail, a local panel mounted trouble alert shall sound. The communicator shall be capable of being programmed to send a test signal to the central supervising location once every 24 hours at any user selected time. Signals to the central supervising location shall indicate which of the communicator transmitter initiating device circuits are in alarm and which are in trouble. Restoration to normal status shall also be transmitted with specific description messages. The communicator shall be capable of transmitting to Silent Knight, Radionics, or ADEMCO receiving stations. SIMPLEX FIRE + ALARM 24 VDC POWER IN CONTROL PANEL RELAY _________ N.O. N.C. ALARM CONNECTION ALARM 2080-9024 DIGITAL ALARM CONTACT Tu— COMMUNICATOR TRANSMITTER 4.7K TROUBLE CONNECTION TROUBLE=[:: INTERNAL CONTACT TRANSFORMER 4.7K 1 1- H41111*5 4.7K SUPERVISORY CONNECTION LOCATE DACT AND TELEPHONE CONNECTIONS PER LOCAL CODES TEMPORARY PROGRAMMING CONNECTION PROGRAMMER CABLE o208O- 9031 ALPHANUMERIC PROGRAMMER 2080-9028 TEL. LINE #1 TO RJ31 X JACKS REQUIRES 2, TEL. LINE #2 2080-9022 CORDS) TO LOCAL 120VAC TO MONITOR AC POWER 2080-9024 CONNECTION DIAGRAM 1. 4.7K, 1/2W resistors are not supplied. 2. Aux. relay output can be monitored by control panel as alarm or trouble. 3. For further detail, see Installation Instructions supplied with unit. Simplex Time Recorder Co. S.SiMpIeX Buildin Gardner, Massachusetts 01441-0001 U.S.A. g Systems Offices and Representatives Throughout the World Fire Detection - Security - Communications - Time Contml All specifications and other information shown were current as of publication. and are subject to change without notice. Printed in U.S.A. G,Simplex Multi-Application Peripherals and Accessories Individually Addressable UL, ULC Listed 'MAPNET II' FM Approved Communication Devices FEATURES: Individually Addressable Communications Over a Single Pair of Wires System Displays Exact Device Location and Status For Use with Simplex: 4100 Series Control Panels 4100 Series Universal Transponders 4120 Series Network Node Panels 4020 Series Control Panels 2120 Communicating Device Transponders Initiating Devices, Notification Appliance Circuits, and Control Relays all Communicate Over the Same Wire Pair Separate Power Required for Some Devices) Zone Adapter Modules (ZAMS) Provide Addressability to Conventional Circuits NFPA Style 4 or 6 Communications Style 4 Wiring May be Either "T" Tapped or In/Out Dip Switch Address Selection INTRODUCTION: MAPNET II` communicating devices individually annunciate exact identity and accurate status to the connected control panel. Applications include smoke detectors, manual fire alarm (pull) stations, heat detectors, sprinkler flow switches (or any typical fire detecting device) and addressable control. New installation wiring is via twisted, shielded wire. Performance is compatible with most retrofit wiring where unshielded and untwisted wire exist. SPECIFICATIONS: MAPNET II input ...................... Current..................................... Address Means Temperature.... Humidity .......... 24 to 40 VDC with Data See Chart, Page 8 Dip Switch, 8 Position 32° F to 120 F (0"C to 49"C) 85% Non -condensing @ 86'F (30 C) ADDRESSABLE MANUAL FIRE ALARM STATION PHOTOELECTRIC SMOKE DETECTOR ZONE ADAPTER MODULE ( ZAM) ADDRESSABLE BASE lu SUPERVISED INDIVIDUAL ADDRESSABLE MODULE (IAM) MAPNET addressable communications is protected by U.S. Patent No. 4,796,025. MAPNET II DEVICES 1995 Simplex Time Recorder Co. Publication S2190-0012-9 3-95 ADDRESSABLE DETECTOR BASES FEATURES: Integral Alarm LED or Remote LED Output Dip Switch Selectable Addressing is Located in the Detector Base Standard Outlet Box Mounting Interchangeable Heads DESCRIPTION: Detector bases with integral addressable electronics constantly monitor the status of the detachable photoelectric smoke detector or ionization smoke detector and communicate changes of status to the control panel. Each smoke detector and base receives its power from the MAPNET II communications lines. Since the detector heads use the same addressable base, a quick and easy conversion from one type of detector to another is possible to satisfy installed conditions. With the addressing means in the base, detectors removed for cleaning need not be returned to the exact location. simplifying the maintenance process. 4098-9804 RELAY OPTION (for 2098-9651): The 4098-9804 relay connects to the 2098-9651 base instead of a remote LED. It requires separate 24VDC power with an end -of -line supervision relay connected to a dedicated monitoring point. Up to ten relays can be activated per MAPNET channel. The relay activates when the detector is in alarm or trouble, and typically controls a separate indicator such as a nurse call light. Two sets of DPDT contacts are each rated 2A at 24VDC, and 0.5A at 120VAC, resistive. 7- 4098 SERIES HEAT DETECTORS INSTALLED 115/16" HEIGHT - (49.2mm) MOUNTING BOX (BY OTHERS): 4" (102mm) OCT. BOX OR 4" SO. BOX W 0 RELAY. DEPTH = 1 1 2" (38mm) WITH RELAY: 4" OCT. BOX DEPTH = 2 1 8- (54mm) 1 1/2" EXTENTION 4" SO. BOX DEPTH - 1 1:2" 1 1/2" EXTENTION 2098-9651 ADDRESSABLE BASE VREMOTE LED OUTPUT 6 1'2" DIA. (165mm) 2098-9201 PHOTOELECTRIC 1 DETECTOR 00 i + 1 7/8" 47.6mm) 4098-9804 RELAY* 2098-9652 ADDRESSABLE BASE WILED 6 1/2" DIA. (165mm) 1 7/8" 47.6mm) 2098-9744 REMOTE ALARM INDICATOR ALARM 2098-9202 FOR USE IN PHOTOELECTRIC CONJUNCTION DETECTOR WITH A 2098-9651 W-HEAT (IN r ADDRESSABLE BASE) A 2098-9651 ADDRESSABLE BASE) d INSTALLEDIf hvl=i; _ HEIGHT = 2 3/8" 60.3mm) Relay measures approximately 2 1/2" x 1 1Z' x 1" 63.5mm x 38.1 mm x 25.4mm) DETECTOR DESCRIPTIONS SMOKE DETECTOR FEATURES: UL Listed to Standard 268 360' Smoke Entry for Optimum Response Sealed Against Rear Air Flow Entry Internal Insect Screen Locking Tamper Screw Low Current Operation High Efficiency LED Provides: Pulsing Power -On Indication Steady -On Alarm Indication LED Can be Base Mounted or Remote Magnetically Operated Functional Test Feature Available 135°F Fixed Temperature Heat Element (Model 2098-9202) GENERAL: Smoke detectors for MAPNET II addressable bases provide a 360 smoke entry path for optimum response to smoke approaching from any direction. An internal screen prevents insects from entering the smoke chamber. Heat detectors provide quick and accurate temperature sensing of either fixed or rate -of -rise conditions. Detector head types are interchangeable to allow easy detection conversion if required. Removal of the detector head is required for access to the address selection dip switch. This action will result in a trouble condition at the control panel to indicate any improper removal or tampering. A special locking screw secures the head to its base, reducing the chances for vandalism and tampering on low ceiling height applications. As mentioned in the base description, locating the dip switch address selection in the base assembly allows the head to be removed for replacement or cleaning without needing to be returned to the same base. This simplifies the maintenance effort and ensures that proper address locations are maintained. PHOTOELECTRIC DETECTION: The 2098-9201 and -9202 detectors use a stable, pulsed LED light source with a silicon photodiode as the receiving element. Built-in electronic filtering and time delay circuits combine with a sophisticated chamber design to form a highly accurate means of smoke detection. When a predetermined smoke level is detected, that information is communicated to the base for further communication back to the control panel. The 2098- 9202 includes an integral 1 35F fixed temperature heat element. IONIZATION DETECTION: The 2098-9576 ionization detector incorporates a single radioactive source with an outer sampling ionization chamber and an inner reference ionization chamber to provide stable operation under extremes in temperature, humidity, and other fluctuations in environmental conditions. Smoke and invisible combustion gases can freely penetrate the outer chamber. With both chambers ionized by a radioactive source (AM 241), a very small current flows in the circuit. The presence of particles of combustion will cause a change in the voltage ratio between chambers. This difference is then amplified inside the detector and communicated to the addressable base electronics when a predetermined level is detected. HEAT DETECTOR FEATURES: UL Listed to Standard 521 Accurate Thermal Detection for Protection of Property* Fixed Temperature Operation for 60 Ft. Spacing Fixed with Rate -of -Rise Operation for 70 Ft. Spacing Epoxy Encapsulated Electronic Design Provides: Thermistor Based Fixed Temperature Sensing Dual Thermistor Rate -of -Rise Sensing Rate Compensation Self - Restoring Operation Repeatable Accuracy Alarm Indicating LED HEAT DETECTION: Simplex 4098 series heat detectors electronically track thermistors to provide temperature sensing that quickly, accurately, and repeatably identifies when fixed temperatures are exceeded or when rate -of -rise temperature changes occur at a rate of 15`F/min 8. 33'C/min.) Models are available as fixed temperature detectors for 135 F (57`C) and with or without rate -of - rise sensing (see selection chart on page 8). Refer to data sheet S4098-0007 for additional information. NOTE: MOST FIRES PRODUCE HAZARDOUS LEVELS OF SMOKE AND TOXIC GASES BEFORE A HEAT DETECTOR WOULD INITATE AN ALARM. FOR LIFE SAFETY REQUIREMENTS, SMOKE DETECTION IS REQUIRED. 3 ADDRESSABLE MANUAL FIRE ALARM (PULL) STATION The Fire Alarm stations integrally mounted individual addressable module (IAM) constantly monitors status and communicates changes to the connected control panel via MAPNET II communications wiring. 2099-9814 SURFACE TRIM FOR WIREMOLD BOX 5 1/8"H x 5"W) 130mm x 127mm) 2099-9795 ADDRESSABLE MANUAL FIRE ALARM STATION 5"H x 3 34"W x 1 "D) 127mm x 95mm x 25mm) , 2099-9813 FLUSH TRIM FOR 2 GANG SWITCH BOX 6" H x 4 1,2"W) 152mm x 114mm) MAPNETII ;------------------ — ..-------- IN IAMI OUT ADDRESSABLE STATION WIRING STYLE 6 WIRING SHOWN) The Addressable Station is available in either single or double action or single action with local alarm contacts. Mounting is surface or semi -flush using either standard boxes or the Simplex red back box, 2975-9178. WIREMOLD RECEPTACLE BOX BY OTHERS) SEE NOTE 1 GANGABLE SWITCH BOX BY OTHERS) SEE NOTE 2 SIMPLEX BACK BOX 2975-9178 5 3/16"H x 4" W x 2 3/16"D) 132mm x 102mm x 56mm) SEE NOTE 3 NOTES: 1. Use a Wiremold box no. 5744S-2 deep receptacle box 4 3/4"L x 4 3/4"W x 2 1/4"D (121 mm x 121 mm x 57mm), with the surface trim band. 2. Use two gangable switch boxes, 3"L x 2V x 2 3/4"D (76mm x 51 mm x 70mm), with the flush trim band. 3. When the Simplex back box is used. no trim is required. 4. The address code dipswitch is accessible when the pull station cover is in the "open" position. 4 r] SUPERVISED IAM, 2190-9172 The 2190-9172 provides location specific addressability to a single initiating device or multiple devices by monitoring normally open, dry contacts. Closure of the monitored contacts initiates an alarm. An open in the initiating circuit wiring will cause a trouble to be reported at the Fire Alarm Control Panel. The small package size of 2 1 /4"L x 1 1 /8"W x 1 /2"D (57.2mm x 28.6mm x 12.7mm) allows easy mounting. If the initiating device contacts are momentary, such as from a rate -of -rise heat detector, enabling the latch feature allows the IAM to latch the alarm condition until TYPICAL WIRING DIAGRAM RED MAPNET II CONNECTION BLACK TYPICAL SINGLE STATION SMOKE DETECTOR HEAT _FE SENSOR T r IL___IL_ AUX. CONTACTS 1 ALARM CONTACTS TANDEM POWER 7 1.1 the system is reset. For applications where the contact closure latches, or if its condition needs to be tracked at the control panel, non -latching operation may be enabled. The following illustrates typical connection information for interfacing into a Simplex fire alarm control panel via MAPNET II. Use with a single station detector is to annunciate the alarm status and to supervise the connector. By using a separate, additional IAM, the isolated heat sensor contact can be monitored. 2190-9172A MONITOR + SUPERVISED IAM (YELLOW) MONITOR — GREY) INTERNAL BROWN END -OF -LINE BROWN RESISTOR 2190-9172A GREY SUPERVISED IAM GREY YEL YELLOW MONITOR ORN BLU VIO BROWN VIO/BLK GRAY INTERNAL END -OF -LINE RED1YEL BROWN RESISTOR BLK TO 120 VACWHT 2190-9172A SUPERVISED IAM TYPICAL SINGLE STATION DETECTOR TYPICAL INITIATING DEVISES ALTERNATE END -OF -LINE RESISTOR LOCATION 100K i.Ir2W) MAXIMUM WIRING DISTANCE IS 400 FEET. RED MAPNETII CONNECTION BLACK 4" SQ. x 21/e" DEEP BACKBOX PLATE 5 ZONE ADAPTER MODULE — MONITOR ZAM Monitor ZAMs are used when the fire detecting device or supervisory switch is mounted separately from the addressable electronics. It provides status monitoring and supervision to the device circuit zone. When interfaced to MAPNET II communication lines, it is used SURFACE COVER 4 15,16" x 4 15/16") 125mm x 125mm) TYPICAL ZAM MOUNTING INFORMATION RE T TAP OR IN,/OUT WIRING + STYLE D MONITOR CIRCUIT M for circuits with conventional detectors, waterflow, and tamper switches. The monitor ZAM is available in NFPA Style B (2 wire monitoring) or Style D (4 wire monitoring). The illustration shown provides typical mounting information for all ZAM assemblies. 4 11/16" (119mm) SQUARE BACK BOX 2 1/8" (54mm) DEEP 4 11/16" (119mm) SQUARE EXTENSION RING 1 1/2" (54mm) DEEP 4 WIRE DETECTOR ZAM WIRING STYLE B MONITOR CIRCUIT MONITOR ZAM WIRING DIAGRAMS ZONE ADAPTER MODULE — SIGNAL ZAM Signal ZAMs are used to supervise and operate 24 VDC notification appliances, speakers, and telephone circuits. Output capacity is up to 2 A @ 24 VDC, or 50 W of 25 VRMS speakers, or up to three simultaneously activated T" TAP OR IN/OUT WIRING + PRIM, RETU ZONE ADAPTER MODULE — CONTROL ZAM Control ZAMs are used to provide addressable control functions such as elevator capture, HVAC control. pressurization fan control, damper control, etc. T" TAP - OR IN/OUT WIRING + fire fighter phones. The signal ZAM is available in NFPA Style Y (2 wire), and Style Z (4 wire) operation for notification appliance circuit operation. Field wiring diagrams are shown in the following illustrations. STYLE Y NOTIFICATION APPLIANCE CIRCUIT SPEAKERS SHOWN FOR REFERENCE) HONE) STYLE Z NOTIFICATION APPLIANCE CIRCUIT NO OR PHONE) Control ZAM relay contacts are rated at 2 A @ 120 VAC or 28 VDC, resistive. 7 PRODUCTI. DESCRIPTION INDIVIDUAL DATA SHEET SUPERVISORY CURRENT ALARM CURRENT ZONE ADAPTER MODULE - MONITOR 2190- 9153 1 Zone, Style D, Surface Cover 20 mA 90 mA 2190- 9154 1 Zone, Style D, Flush Cover 20 mA 90 mA 2190- 9155 1 Zone, Style B Surface Cover 20 mA 90 mA 2190. 9156 1 Zone, Style B Flush Cover 20 mA 90 mA 2190- 9157 4-Wire Detector Zone Surface Cover 20 mA 90 mA 2190- 9158 4-Wire Detector Zone Flush Cover 20 mA 90 mA ZONE ADAPTER MODULE - CONTROL SIGNAL 2190- 9159 Style Z Signal Surface Cover 15 mA 65 mA 2190- 9160 Style Z Signal Flush Cover 15 mA 65 mA 2190- 9161 Style Y Signal Surface Cover 15 mA 40 mA 2190- 9162 Style Y Signal Flush Cover 15 mA 40 mA 2190- 9163 DPDT Control Relay Surface Cover 10 mA 40 mA 2190- 9164 DPDT Control Relay Flush Cover 10 mA 40 mA ADDRESSABLE DETECTOR ELECTRONICS/IAM Current Draw Included w/Control Panel supervised IAM** S2190-0018 2098- 9651 Detector Base w/Remote LED Output Detector Base w/Alarm LED 2098- 9744 Remote Alarm Indicator (LED) DETECTOR HEADS Current Draw Included w/Control Panel 2098- 9202 Photoelectric Detector w/Heat S2098-0048 2098- 9201 Photoelectric Detector S2098-0048 Ionization Detector S2098-0053 4098- 9407 135T (57°C) Fixed Temp. Heat Detector S4098-0007 4098- 9408 --t135`F 57'C) Fixed Temp. w/Rate-of-Rise Heat Det. S4098-0007 ADDRESSABLE MANUAL FIRE ALARM STATIONS*** Current Draw Included w/Control Panel 2099- 9795 Single Action Double Actio n/Breakg lass 2099- 9797 Single Action/Local 2099- 9761 Double Action/Push-Pull Flush Trim Plate N/A N/A 2099- 9814 Surface Trim Plate N/A N/A 2975- 9178 Back Box N/A N/A For ULC listed products, add a "C suffix (example: 2098-9201 C). 2190- 9172 is considered as 1.5 devices each for MAPNET II circuit loading. Refer to Simplex data sheet S2190-0018 for more information. For ULC listed products, add the suffix "C" if in English, "CF" if in French, or "CB" if Bilingual. 0, Si M P I eo Rx Gardner. Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World 0 All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. Multi -Application Peripherals S,Simplex and Accessories Batteries and Chargers 2081 Series System Batteries, 6.2 - 50Ah FEATURES: Rechargeable, Sealed Lead -Acid Design Lead -Calcium Grid Structure Immobilzed Electrolyte in Absorbent Separator High Reliability Dual Seal Construction Low Maintenance, No Need to add Water UL 924 Recognized Pressure Relief Valves Low Self -Discharge Characteristics One -Piece, High Impact Polystyrene Cell Cover DESCRIPTION: Simplex rechargeable, sealed -lead acid batteries provide reliable and repeatable discharge and recharge characteristics for use in fire alarm and other systems applications. They are designed with immobilized electrolyte in an absorbent separator, allowing them to provide rated capacity on the first cycle. Because of their sealed construction, packaging is allowed within the system electronics enclosure (see figure 1, page 2). When this is applicable, the quantity of system cabinets and the batterty wiring distances are both minimized. SPECIFICATIONS: Nominal Voltage Rating .............................12 V/Battery 6 V/Battery for 2081-9211, 50 Ah) Discharge Rating.....................................20 Hour Rate Typical Charge/Discharge Cycles .................... 100-150 Preferred Charge Temperature Range..............60-90OF 15.6-32.2°C) 2081-9275, 18 Ah BATTERY APPLICATIONS: Charging: These batteries are intended to be used with compatible Simplex battery chargers. Series Connections: Since these batteries are required to be connected in series to develop 24 V system voltage, battery sets must be of identical voltage, model number, and approximately the same date of manufacture for proper operation. Testing: Battery capacity testing is recommended to be performed by using a sealed lead -acid battery tester designed to withdraw a minimum of battery charge. The preferred tester applies a variety of amplitude and duration controlled test pulses that compares terminal voltage against those predicted for the specific battery size. (Testing is available through Simplex Service). Disposal: Battery chemicals and materials can be recycled. Refer to information shipped with the battery or on its case. Return to the vendor or to a similarly qualified battery processing facility for proper disposal. 1995 Simplex Time Recorder Co. Publication S2081-0006-8 3-95 CONSTRUCTION: POTTING FILLET SEC INNER COVE ABSORBENT SEPARATOR USED TO IMMOBILIZE ELECTROLYTE LEAD-CALCIU GRIDS CELL GROUF TERMINAL HIGH -IMPACT POLYSTYRENE) FIGURE 1 DUAL -SEAL CELL CONSTRUCTION TING MAT'L. CK.%NEG. POS. RESSURE-RELIEF ALVE W! " O" RING EAL SEMI -PERMEABLE MEMBRANE SEPARATOR 2 MECHANICAL SPECIFICATIONS J P.I.D. NO. Ah @ 20 HOUR DIMENSIONS WEIGHT LENGTH WIDTH HEIGHTRATE 2081-9271 * 33.0 12 1/2" 31.8cm) 3 3/8" 8.6cm) 6 1/2" 16.5cm) 24 1/2 lbs. 11.1kg) 2081-9272* 6.2 8.0 6 1 /8" 15.6cm) 2 1/2" 6.4cm) 4" 10.2cm) 4 3/4 lbs. 2.14kg) 2081-9273* 6" 15.3cm) 4" 10.2cm) 3 3/4" 9.5cm) 7 1/2 lbs. 3.38kg) 2081-9274* 10.0 6" 15.3cm) 4" 10.2cm) 3 3/4" 9.5cm) 7 1/2 lbs. 3.38kg) 2081-9275* 18.0 7 1 /4" 18.4cm) 3 3/8" 8.6cm) 6 112" 16.5cm) 16 1 /4 lbs. 7.31 kg) 2081-9276* 33.0 6 3/4" 17.1cm) 6 1/4" 15.9cm) 6 1/2" 16.5cm) 24 1/2 lbs. 11.1kg) 2081-9211** 50.0 7 7/16" 18.9cm) 21 1/2 lbs. 9.68kg) 7 7/16 18.9cm) 4 112" 11.4cm) Dimensions and weight are per battery (2 required per 24V system). Dimensions and weight are per battery (4 required per 24V system). BATTERY CHARGER AND CABINET MATRIX** BATTERY TYPE Ah @ 20HR CONTROL PANEL/CHARGER TYPE 4001 4002 4020 4100/41201 2120 STAND - ALONE BATTERY CHARGERS BATTERY CABINETS ONLY 2081- 9301 2081- 9303 2081- 9270 4009- 9801 4009- 9802 2 4 6 2 4 6 4 6 2081-9211' 50.0 N/A N/A N/A N/A A A A A A A N/A N/A Y N/A N/A 2081-9271 33.0 N/A A A Yz Y2 YZ Y2 A A A Y Y Y N/A Y 2081-9272 6.2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 2081-9273 8.0 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 2081-9274 10.0 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 2081-9275 18.0 A A Y Y Y Y Y Y Y Y Y Y Y Y Y 2081-9276 33.0 N/A A A A A A A Y Y Y Y Y Y N/A N/A Y - CAN BE PLACED IN THE RESPECTIVE EQUIPMENT CABINET. A - ADDITIONAL BATTERY CABINET REQUIRED. N/A - NOT APPLICABLE NOTES: 1. MAY ALSO BE MOUNTED IN A 2081-9281 (BEIGE) OR 2081-9282 (RED) STAND-ALONE CABINET (2-UNIT 4100 WITH SOLID DOOR), OR IN A 4 OR 6-UNIT 4100/4120 UNIVERSAL TRANSPONDER WITH A SOLID DOOR (REQUIRES BATTERY SHELF OPTION 4100/4120-0126) 2. 2081-9271 BATTERIES WILL FIT IN THE 4002/4020 CABINET BUT WILL NOT ALLOW BOTTOM ENTRY CONDUIT. Meets requirements of UL, ULC and Factory Mutual for use with respective equipment battery chargers above. Refer to Simplex drawing 900-012 for battery selection charts. Refer to Simplex data sheet S2081-0002 for additional charger and cabinet information. Simplex s Gardner, Massachusetts rough ut th U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. 0 GSimplex UL, ULC Listed* FM Approved* Multi -Application Peripherals FEATURES: Duct Smoke Detector Housing for use with 2098-9201 (Photoelectic) or 2098-9576 Ionization) Smoke Detectors Two -Wire or Four -Wire Operation 24VDC or 120VAC Operation Visible Alarm LED Output Remote LED Output Auxiliary Control Contacts Pre -Aligned, Multi -Length Sampling Tubes Ordered Separately) Sampling Tubes are Installed with Housing in Place Options 2098-9806, Remote Test Station (Key Switch/LED Alarm Indicator) 2098-9805, Remote Test Station and Power On Indicator 2098-9808, Remote LED Alarm Indicator SPECIFICATIONS: UL Listing Standard .......................................... UL268A Air Velocity Range.............................400 to 4000 ft/min 122 to 1220m/min) 2-Wire Operation: Voltage......................................................15-32VDC Standby Current................................................40µA Alarm Current ................................................... 50mA 4-Wire Operation: Voltage......................................................18-32VDC Standby Current.............................24mA, add 20mA for remote Power -on LED Alarm Current................................50mA, add 2.8mA for remote alarm LED AC Powered ...................... 102-132VAC, 60Hz, 3VA, using 2098-9747 Power Adapter Control Relay Contacts .......................... 2A at 120VAC, or 28VDC, Resistive UL Listed Temperature Range ................ 32°F to 120°F 0°C to 38°C) Operating Temperature Range ................ 320F to 120c'F 0°C to 49°C) Humidity Range ..................................... 10 to 90%, RH Dimensions ...........................................Refer to page 4 Color......................................................................Gray 1995 Simplex Time Recorder Co. and Accessories Duct Detectors 2098-9649 Duct Smoke Detector Housing DUCT DETECTOR HOUSING 2098-9649 SHOWN WITH SAMPLING TUBES) INTRODUCTION: Simplex 2098-9649 duct smoke detector housings detect the presence of smoke in air conditioning or ventilating ducts. Sampling tubes are installed into the duct and air is directed to a smoke detector mounted in the housing. The 2098-9649 duct housing with smoke detector is compatible with Simplex fire alarm control panels that provide two -wire or four -wire initiating device circuits. The 2098-9649 duct detector housing requires the addition of a 2098-9201 photoelectric smoke detector or a 2098-9576 ionization smoke detector, a matching detector baffle, and a correct length sampling tube (see selection charts on page 3). Each of these items is separately ordered for proper compatibilty with the specific application. Optional AC power module 2098-9747 is available for applications where the detector relay functions are supplementary only. NOTE: Smoke detection in air ducts is intended to notify of the presence of smoke in the duct. It is not intended to, and will not, replace smoke detection requirements for open areas or other non -duct applications. ULC Listed models are 2098-9649C and 2098-9805C. With 2098-9201 photoelectric detector only. Publication S2098-0040-12 7-95 APPLICATIONS: Preferred Duct Detector Locations: 1. A minimum of six duct widths downstream from bends or inlets to avoid air turbulence. 2. On the downstream side of filters to detect fires in the filters. 3. In return ducts, ahead of mixing areas. 4. Upstream of air humidifier and cooling coils. 5. With accessibility for test and service. 6. For additional information, refer to NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems. Locations to Avoid: 1. Where dampers closed for comfort would interfere with airflow. 2. Next to outside air inlets (unless the intent is to monitor smoke entry from that area). 3. In return air damper branch ducts and mixing areas where airflow may be restricted. EXHAUST DETECTOR DAMPER (O.K.) 4 1 RETURN EXHAUST f I AIR DO NOT LOCATE ' DETECTOR HERE f I I RETURN AIR I DAMPER I FAIRH SUPPLY INTAKE v L AIR DO NOT LOCATE FILTER (DETECTOR DETECTOR HERE BANK (O.K.) BEND OR OTHER OBSTRUCTION i I, If 6 1 DUCT WIDTHS MINIMUM RETURN AIR INLET- DUCT WIDTHS MINIMUM DUCT DETECTOR LOCATION REFERENCE DIAGRAMS REMOTE INDICATOR OPTIONS: Mounting requires standard single gang boxes, 2"W x 3"H with a minimum depth of 2" (51 mm W x 76mm H x 51 mm D), supplied by others. AL®ARM 7 is 2098-9808 REMOTE ALARM INDICATOR i. 2098-980e REMOTE TEST STATION 2098-9805 REMOTE TEST STATION AND POWER ON INDICATOR is 2 1 u 1 u 2098-9649 DUCT DETECTOR HOUSING APPLICATIONS WIRING CONFIGURATION NOTES ACCESSORIES 1. Green Power -On LED is off in Two -Wire operation. 2. Connect only one Duct 2098-9806, Alarm Indicator Detector to a Two -Wire circuit with Key Test Switch Two -Wire DC Operation if the alarm relay is being used for control functions. 2098-9808, Remote Alarm Indicator 3. Refer to wiring diagrams sup- plied with the control panel for proper End -of -Line resistor value. 1. Removing the detector from the housing or failure of 24 VDC supply power will de - energize the K1 relay and 2098-9806, Alarm Indicator transfer relay trouble contacts with Key Test Switch Four -Wire Operation to open the initiating circuit. 2098-9808, Remote Alarm 2. Refer to wiring diagrams sup- Indicator plied with the control panel for proper End -of -Line resistor value. 1. Removing the detector from the housing or failure of 2098-9806. Alarm Indicator 120VAC supply will de-ener- with Key Test Switch Four -Wire AC Operation gize the K1 relay and transfer w/2098-9747 relay trouble contacts to open 2098-9808, Remote Alarm Power Adapter the initiating circuit. Indicator see note 2) 2. Refer to wiring diagrams sup- 2098-9805, Alarm and plied with the control panel for Power Indicator with Key proper End -of -Line resistor Test Switch value. NOTES: 1. Duct detectors must be connected on separate circuits for identification purposes. 2. When the 2098-9747 Power Adapter is used, the only function that can be performed from the detector is supplementary. 3. Each duct detector installation requires a separately ordered smoke detector, sampling tube, and smoke detector baffle. Detector 2098-9201 requires baffle 2098-9811. Detector 2098-9576 requires baffle 2098-9817. 4. Photoelectric smoke detection is recommended for air duct applications. Prior to specifying ionization detection, consult Simplex for application guidance. SAMPLING TUBE SELECTION CHART OVERALL DUCT WIDTH TUBE REQUIRED SUGGESTED LENGTH 1 ft. (0.3m) 2098-9796 1 in. (2.54cm) Less than Duct Width 13 in. (33cm) to 2 ft. (0.6m) 2098-9804 1 in. (2.54cm) Less than Duct Width 2 ft. (0.6m) to 46 in. (1.16m) $8-9797 1/2 in. (1.3cm) Longer than Duct Width 46 in. (1.16m) to 71 in. (1.8m) 2098-9798 1/2 in. (1.3cm) Longer than Duct Width 71 in. (1.8m) to 95 in. (2.4m) 2098-9799 1/2 in. (1.3cm) Longer than Duct Width 3 TYPICAL SPECIFICATION (PHOTOELECTRIC): Furnish and install where indicated on the plans, Simplex type 2098-9649 duct housings with 2098-9201 Photoelectric smoke detector. The detector shall be UL Listed for compatibilty with the fire alarm control panel and shall obtain its operating power from the alarm initiating circuit. Detectors shall operate on the light -scattering, photo - diode principle. To minimize nuisance alarms, detectors shall have an insect screen and be designed to ignore invisible airborne particles or smoke densities that are below the factory -set alarm point. No radioactive materials shall be used. Removal of the detector head shall interrupt the supervisory circuit and activate a trouble signal at the control panel. It shall be possible to alarm the duct detector by using Simplex 2098-9805 or 2098-9806 remote stations. Auxiliary SPDT relays and/or remote LED alarm indicators and key -operated test stations shall be installed where indicated. DIMENSIONS: 9 simplex. TYPICAL SPECIFICATION (IONIZATION): Furnish and install where indicated on the plans. Simplex type 2098-9649 duct housings with 2098-9576 dual -chamber, ionization smoke detectors. The detector shall be UL Listed for compatibility with the fire alarm control panel and shall obtain its operating power from the alarm initiating circuit. Removal of the detector head shall interrupt the supervisory circuit and activat a trouble signal at the control panel. It shall be possible to alarm the duct detector by using Simplex 2098-9805 or 2098-9806 remote stations. Auxiliary SPDT relays and/or remote LED alarm indicators and key -operated test stations shall be installed where indicated. INSTALLATION NOTES: 1. Sampling tubes and exhaust tubes are keyed for proper alignment with the duct housing. Templates are supplied with the unit and must be properly aligned with respect to air flow. 2. For installation details, refer to installation instructions PER-21-010 supplied with the unit. 3. For field wiring diagrams, refer to document 841-687. i MAINTENANCE NOTES: The National Fire Alarm Code, NFPA 72-1993, Chapter 7. Table 7-2.2. Test Methods, states "Air duct detectors shall be tested or inspected to ensure that the device will sample the air stream. The test shall be made in accordance with the manufacturer's instructions." The following is a partial maintenance list to follow for duct detector locations: 1. Periodically check duct detector locations to ensure proper air flow and to verify integrity to the standards of the installation instructions. 2. Sensor air entry areas should be vacuumed on a six month basis or as required. 3. Additional considerations are contained in Installation Instructions PER-21-010. Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject io change without notice. Printed in U.S.A. MAPNET IV, Addressable L J Simplex U L, U LC* Listed FM Approved Fire Alarm Systems Communicating Devices 2190-9172 Individual Addressable Module (IAM) STANDARD FEATURES: MAPNET II'`'' Provides both Communications and Power using One Twisted, Shielded Wire Pair Style B Supervised Monitoring of Normally Open Dry Contacts Selectable Latching Operation for Momentary Contacts Dip Switch Selectable Addressing Wiring Distance to Contacts up to 400 Ft. Integral End -of -Line Resistor Single Gang Box Mounting SPECIFICATIONS: MAPNET II Input ......................24 to 40 VDC with Data MAPNET II Loading Factor....................................x 1.5 maximum of 85 per channel)" Address Means .............................. Dip Switch, SW 1-7 Latching Operation Select..................Dip Switch. SW 8 Input/Output Connections ..........Wire Leads, #18 AWG Dimensions .......................... 2-1 /4"L x 1-1 /8"W x 1 /2" D 57.2mm x 28.6mm x 12.7mm) Input Requirements ......... Normally Open, Dry Contacts Temperature............................................320F to 120°F 0°C to 49 C Humidity ..................................... 85% Non -Condensing @ 86°F, 30-C ULC listed model is 2190-9172C. When multiple types of devices are on the same MAPNET II channel, consider the 2190-9172 as 1.5 devices for determining channel loading. 2190-9172 SUPERVISED IAM Shown Full Size) DESCRIPTION: The 2190-9172 is an individually addressable module that has both its power and its communications supplied by a two wire MAPNET Ilt circuit. It provides location specific addressability to a single initiating device or multiple devices by monitoring normally open, dry contacts. Closure of the monitored contacts initiates an alarm. An open in the initiating circuit wiring will cause a trouble to be reported at the Fire Alarm Control Panel. If the initiating device contacts are momentary, such as from a rate -of -rise heat detector, enabling the latch feature allows the IAM to latch the alarm condition until the system is reset. For applications where the contact closure latches, or if its condition needs to be tracked at the control panel, non -latching operation may be enabled. t MAPNET is protected by U.S. Patent No. 4,796,025. 1, 1994 Simplex Time Recorder Co. Publication S2190-0018-2 10-94 RED MAPNET II CONNECTION BLACK TYPICAL WIRING DIAGRAM MONITOR + YELLOW) 2190-9172 SUPERVISED IAM r(GOR NITOR - AY) n BROWN INTERNAL END -OF -LINE RESISTOR BROWN TYPICAL INITIATING DEVICES ALTERNATE END -OF -LINE RESISTOR LOCATION 100KQ, 1/2W) MAXIMUM DISTANCE FROM END -OF -LINE RESISTOR TO MONITOR WIRES IS 400 FT. For detailed installation information, refer to Simplex publication PER-21-025 (574-675). COMPATIBLE SIMPLEX FIRE ALARM CONTROL PANELS REFER TO SIMPLEX DATA SHEET: 4100 4100 Universal Transponder (U.T.) S4100-0013, and S4100-0002 S4100-0006 4100 MINIPLEX® Transponder S4100-0015 4020 4120 Network Nodes with MAPNET II Capabilities) S4020-0001 S4120 0001 ri PiMpIeX D1 ] Simplex Time Recorder Co. Build111 SVstems Gardner, Massachusetts roughout th U.S.A. g 1 Offices and Representatives Throughout the World lvrc Detecttnn • Sranttp • Crnrunnnicdttnns • Time Ginind All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. L.] 13,,simpiex Multi -Application Peripherals and Accessories 0 Heat Detectors UL Listed 2098 Series Type 4200) FEATURES: Fixed Temperature Heat Sensing Available as either- 135`F (57°C) or 200°F (93`C) Single or Dual Circuit Replaceable Temperature Element: Easily Replaced After Being Operated Allows Temperature Selection Change Without Replacing Entire Detector Provides Visible Indication of Activated Detector Element OPERATION: The 2098-series Fixed Temperature heat detectors are sensitive thermostats designed to detect intense heat generated by fires. The replaceable heat collector consists of two sections soldered together by a fusible EUTECTIC" alloy, which was selected for its continual reliability and temperature calibration which can be held to very close tolerances. 2098-9460 THERMODETECTOR When the alloy opens, the bottom disc of the heat collector is ejected by a spring -loaded contact plunger and the alarm contacts close permanently, until the fusible element is replaced. The back tip of the plunger is exposed, clearly indicating the unit has operated. The actuated element may be easily removed and the installation of a new element will restore the detector to service. The replacement element also allows changing of the temperature rating of the detector still utilizing the same base. These heat detectors are available with one or two operating contacts, and may be ordered with a fixed temperature rating of 135'F (57'C) or 200°F 93°C). INSTALLATION: For proper coverage of unobstructed ceiling areas, 135'F Thermodetectors must be spaced no more than 30 feet apart and no more than 15 feet from side wall or partition. This allows 900 square feet coverage of unobstructed space. Additional units must be used when coverage appears limited due to structural characteristics of the protected areas. The 2098-series Thermodetector will mount on a 3-inch octagon box or a 4-inch octagon box with or without a plaster ring. The box is to be furnished by others. Concealed holes are provided for mounting to the selected wall box. 1993 Simplex Time Recorder Co. Publication S2098-0015-7 7-93 PRODUCT I.D. FIXED TEMP. MODEL RATING N.O. CONTACTS MAX. AREA PROTECTED 2098-9460 4265-135 135-F 1 900 Ft.2 (83.6 M2) 2098-9461 4265-200 200°F 1 225 Ft.2 (56.3 M2) 2098-9462 4265-135 135°F 2 900 Ft.2 (83.6 M2) 200°F 2 225 Ft.2 (56.3 M2) 135°F Replacement Heat Element 200°F Replacement Heat Element 2098-9463 2098-9701 4266-200 4267-135 2098-9702 4267-200 CONTACT RATINGS: 6 amperes at 6 to 125VAC 3 amperes at 6 to 28VDC 1 ampere at 125 DC 0.3 ampere at 250VDC MOUNTING DETAILS: TEMPERATURE RATINGS: 135'F (57°C) - For use where ambient temperatures do not exceed 100°F (37°C). 200'F (93'C) - For use where ambient temperatures exceed 100'F (37'C), but not 150'F (66'C). D FROM FA CONTROL 61{ OCTAGONAL OUTLET BOX NOT FURNISHED RY STP ANNUN. POWER O( COMMON) J ANNUNCIATOR POINT WIRE OUTLET BOX COVER 4"(10.16 cm) PLASTER RING NOT FURNISHED SIMPLEX TYPE BY STR) 2098-9460 TO ADDITIONAL INITIATING DEVICES O TO ADDITIONAL ANNUN CONTACTS REAR VIEW 2098-9462 SHOWING WIRING CONNECTIONS NOTE: In most fires, hazardous levels of smoke and toxic gases can build up before a heat detector would initiate an alarm. In cases where life safety is a factor, the use of smoke detectors is recommended. Reference NFPA 72 "Standard On Automatic Fire Detectors" for more detailed information on location, spacing, etc., for these detectors. Simplex Time Recorder Co. E; .Simplex Building Systems Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World Fire rX,tectin,r • Security • Communications • Time Control All specifications and other information shown were current as of publication. and are subject to change without notice. Printed in U.S.A. 0 aSimplex UL Listed Air Products) FEATURES: Multi -Application Peripherals UL Listed/Control Unit Accessory Multiple Voltage Inputs SPDT or DPDT Relays Relay Status LED Metal Enclosures w/LED Viewing Ports Track Mounting Hardware Snap -Apart" Feature Single Relay Encapsulated Version SPECIFICATIONS: Power Requirements: 2088-9007, -9008, 9017, -9018, -9021 ............0.015A @ 24VDC, 24VAC, 115VAC, 230VAC 2088-9009, -9010, 9019,-9020 ........................0.035A @ 24VDC, 24VAC, 115VAC, 230VAC Contact Rating ................................... 10.OA @ 115VAC Terminal Block Rating Up to #14AWG Temperature Range ............................. 58`F to +185°F 50°C to +85°C DIMENSIONS: Track Mounted Single Relay) ........................ 3"H x 2-1/8"W x 1-1/2"D 82.6mm x 54mm x 38.1 mm) Four Relays) .......................3"H x 8-1/2"W x 1-1/2"D 82.6mm x 215.Omm x 38.1 mm) Metal Enclosure Single Relay)..................6-1/8"H x 3-1/4"W x 2-1/2"D 130.2mm x 82.6mm x 63.5mm) Four Relays) ..................6-1/8"H x 9-1/2"W x 2-1/2"D 130.2mm x 241.3mm x 63.5mm) Encapsulated Relay ................... 1-1 /2"H x 1 "W x 7/8"D 38.1 mm x 25.4mm x 22.2mm) DESCRIPTION: The 2088-series Control Relays offer SPDT or DPDT 10 Amp contact which may be operated by one of four input voltages. A single relay may be energized from a voltage source of 24VDC, 24VAC, 115VAC or 230VAC by wiring to appropriate input terminals. Each relay contains a red LED which indicates the relay coil is energized. Track mounted relays may be "snapped apart' from a standard four -module assembly and used and Accessories Miscellaneous 2088-Series Control Relays CONTROL RELAYS AND ENCLOSURE 2088-SERIES 2088-9021 ENCAPSULATED RELAY independently. These devices are ideal for applications where local contacts are required for system status, remote contacts for control of electrical loads and general purpose switching. 1994 Simplex Time Recorder Co. Publication S2088-0010-3 11-94 PRODUCT MATRIX: PID MODEL NUMBER NUMBER DESCRIPTION 2088-9007 MR-101 One SPDT Relay with LED & Track Mounting Hardware only. 2088-9008 MR-101/C One SPDT Relay with LED mounted in metal enclosure. MR-104 Four SPDT Relays with LEDs & Track Mounting Hardware only. 2088-9018 MR-104/C Four SPDT Relays with LEDs mounted in metal enclosure. 2088-9009 MR-201 One DPDT Relay with LED & Track Mounting Hardware only. 2088-9010 MR-201/C One DPDT Relay with LED mounted in metal enclosure. 2088-9019 MR-204 our DPDT Relays with LEDs & Track Mounted Hardware only. 2088-9020 MR-204/C Four DPDT Relays with LEDs mounted in metal enclosure. 2088-9021 PAM-1 One SPDT Relay, Encapsulated with color coded wire leads. RELAY CONFIGURATION: SPDT Contacts 10 AMPS C 115 V.A.C. NT C NO • 1 I I I I I I II I I O m O m Input 1 • 0 24 115 230 • 1 Control Voltage 24 V.D.C. — 24 V.A.C. — 115 V.A.C.- 230 V.A.C. — DPDT Contacts 10 AMPS Ca 115 V.A.C. I I NO C NC NO C NCI RELAY L G ENERGIZED" I 1 INDICATOR I LED) ( I I I I 1 1 , m m m m Input r • 0 24 115 230 • ! Control II , Voltage 24 V.D.C. — 24 V.A.C. — 115 V.A.C.- 230 V.A.C. — Simplex Time Recorder Co. IlSimpleX Buildin S stems Gardner. Massachusetts 01441-0001 U S.A. g Y Offices and Representatives Throughout the World Fire 0E,teCllnN • Securtry • Ctomtpzuwcantms • Time G mind All specifications and other information shown were current as of publication. and are subject to change without notice. Printed in U.S.A. Multi -Application Peripherals 93.Simplex and Accessories UL Listed Visible and AudibleNisible Appliances FM Approved 4903 Series Audible/Visible Notification Appliances with 1 Hz Strobes FEATURES: 24 VDC Powered Xenon Flashtube Visible Notification Appliance: UL Listed to Standard 1971 15, 30, or 110 Candela Models Available 15 Candela Models Provide 75 Candela On - Axis Minimum Visible Output Compatible with ADA Requirements Exclusive Reflector Design Provides Light Output in Key Axis Directions Allowing Vertical or Horizontal Mounting Wiring Terminals are Separate from Audible Notification Appliance Polycarbonate Lens Regulated Circuit Design Protects Flash Capacitor and Ensures Consistent Output Synchronized Flash Rate Models Available for use with Synchronizing Module 4905- 9914 (Style Y), or 4905-9922 (Style Z) UL Standard 464 Listed Horn Models: 24 VDC Electro-Mechanical Design with Electronic Control (No Moving Contacts) Diode Polarized for Connection to Reverse Polarity, Supervised NAC UL Standard 1480 Listed Speaker Models: Available for 25 VRMS or 70 VRMS Input Capacitor Input for Connection to Reverse Polarity, Supervised NAC Rectangular Housing with Horn or Speaker: Red with White "FIRE" Lettering Off -White with Red "FIRE" Lettering Round Housing with Speaker, Off -White with Red "FIRE" Lettering In/Out Terminals for #18 to #12 AWG SPECIFICATIONS: Rectangular (w/lens) .......4 3/4" H x 6 7/8" W x 2 5/8" D 121 mm x 175mm x 67mm) Speaker Depth into Box ....................2 7/16" (62mm) Horn Depth into Box ............................1 1 /8" (29mm) Round (w/lens)....... 7 1/2" DIAx 3" D (191mm x 76mm) Speaker Depth into Box ....................3 3/16" (81 mm) Operating Temperature ......32`F to 120`F (O C to 49-C) Operating Humidity .............10 - 95% Non -Condensing at 86`F (30`C) 4903-SERIES AUDIBLE/VISIBLE NOTIFICATION APPLIANCE (RECTANGULAR STYLE) 4903-SERIES AUDIBLE/VISIBLE NOTIFICATION APPLIANCE (ROUND STYLE) Operating Voltage.....................................18 to 32VDC Horn Current ....................................... 38mA @ 24VDC Typical Horn Output.................87dBA Nominal @ 10Ft Visible Appliance: Flash Rate ....................60 Flashes per Minute (±20%) Nominal Current at 24VDC: 15 Candela (Effective Intensity) ....................... 85mA 30 Candela (Effective Intensity) ..................... 100mA 110 Candela (Effective Intensity) ..................... 200mA 1995 Simplex Time Recorder Co. Publication S4903-0006-3 2-95 SPECIFICATIONS (CONTINUED): Speaker Specifications Frequency Response: For Fire Alarm .................................... 400Hz to 4kHz For General Signaling ...................... 125Hz to 12kHz Power Taps...................................1/4W, 1/2W, 1W, 2W Typical Sound Levels': Rectangular Housing Models ............. 1/4W = 79clBA at 1Oft with 1kHz input using 1/2W = 82dBA conventional meters) 1 W = 85dBA 2W = 88dBA Round Housing Models ...................... 1/2W = 79dBA at 10Ft with 1 KHz input using 1 W = 82dBA conventional meters) 2W = 85dBA Minimum sound levels, as determined by integrated sound pressure measurements per LIL Standards 464 and 1480. are 4 dBA lower. DESCRIPTION: Simplex 4903 series audible/visible notification appliances are available in three visible intensity levels, with speakers or horns, with rectangular housings in red or off-white, or with round housings in off-white speakers only). This allows the required notification to be accurately selected for the intended area. These appliances may be either horizontally or vertically wall mounted, or ceiling mounted (round models only), because an exclusive (patent pending) multi -surface reflector is used to provide symmetrical light output in key axis directions. The lens assembly fits securely into its housing, providing a high integrity notification appliance that is impact and vandal resistant and • suitable for a variety of applications. When multiple visible appliances and their reflections can be seen from one location, synchronized flashes reduce the probability of photo -sensitive reactions. Flash synchronization module 4905-9914 or 4905-9922 will control the observed flashes of synchronized flash models at a rate of 1 Hz using the existing two wire visible appliance circuit (patent pending). Standard models will operate in a free -running mode even when connected to a synchronized NAC. The efficient switching regulator electronic design provides over -voltage protection for the flash discharge capacitor and ensures consistent visible notification output. Proper selection of visible notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm Code (1993 NFPA 72), ANSI Al 17.1. the appropriate model building code. BOCA, ICBO, or SBCCI, and the application guidelines of the Americans with Disabilities Act (ADA). Consult your local Simplex representative for assistance in determining these requirements. 4903 AUDIBLE/VISIBLE SELECTION CHART FOR APPLIANCES WITH HORNS PRODUCT VISIBLE NOTIFICATION IDENTIFICATION APPLIANCE OUTPUT HOUSING MOUNTING AUDIBLE Candela) STYLE STYLE APPLIANCE 1 Hz Standard 1 Hz Synchronized 15 30 110 4903-9219 it 4903-9401 X 4903-9215 Red Rectangular Horizontal Wall Mount HORN 4903-9403 X 4903-9217 4903-9405 X 4903-9221 4903-9413 X Off -White Rectangular4903-9222 4903-9414 X 4903-9223 4903-9415 X 4903-9219H 4903-9401 H X Red Rectangular Horizontal Wall Mount for High Humidity Areas' 24 VDC 4903-9215H 4903-9403H X 4903-9217H 4903-9405H X 4903-9220 4903-9402 X Red Rectangular Vertical Wall Mount(Retrofit) 4903-9218 4903-9406 X Suffix H models are intended for indoor use in areas where humidity is normally high, such as swimming pool rooms, locker rooms. etc., and require the 4905-9907 gasket kit. NOTE: Audible output is attenuated by 3dBA. 4903 AUDIBLE/VISIBLE ACCESSORIES 4905-9903 Red Adapter Plate, Mounts Vertical Housings on 2975-9145 Boxes. 5 3/4" x 8 5/16" (146mm x 211 mm) 4905-9907 High Humidity Gasket Kit 4905-9908 Zinc Plated Adapter for Surface Mount Rectangular Housings, 4 7/8" x 7" (124mm x 178mm) 4905-9914 Synchronized Flash Module. ale Y operation. Epoxy Encapsulated with In/Out AWG #18 Wire Leads, rated for 2A NAC, requires 10mA for power. 1 3/8" W x 2 7/16" L x 13/16" H (35mm x 62mm x 20mm) 4905-9922 Synchronized Flash Module. Style Z operation. Epoxy Encapsulated with In/Out AWG #18 Wire Leads, rated for 2A NAC, requires 10mA for power. 1 3/8" W x 2 7/16" L x 13/16" H (35mm x 62mm x 20mm) 4905-9915 Off -White Adapter Ring Box Extension, 4 3/4" x 6 7/8" x 1 1/2" Deep, (121 mm x 175mm x 38mm) 4905-9916 Red Adapter Ring Box Extension, 4 3/4" x 6 7/8" x 1 1/2" Deep, (121 mm x 175mm x 38mm) 2975-9145 1 Red Box for Vertical Mount Housing, 5 1/8" x 7 7/8" x 2 3/4" Deep (130mm x 200mm x 70mm) E is 2 4903 AUDIBLE/VISIBLE SELECTION CHART FOR APPLIANCES WITH SPEAKERS PRODUCT VISIBLE NOTIFICATION IDENTIFICATION APPLIANCE OUTPUT HOUSING MOUNTING AUDIBLE Candela) STYLE STYLE APPLIANCE 1 Hz Standard 1 Hz Synchronized 15 30 110 4903-9146 4903-9301 X Red Rectangular Off -White Rectangular Off -White Round Horizontal Wall Mount SPEAKER 25 VRMS 4903-9142 4903-9303 X 4903-9144 4903-9305 X 4903-9167 X 4903-9170 4903-9328 X 4903-9173 4903-9331 X 4903-9156 X Wall Mount4903-9160 X 4903-9164 X 4903-9146H 4903-9301 H X Horizontal Wall Red Rectangular Mount for High Humidity Areas' 4903-9144H X 4903-9147 X ll it) Moo (Realtrofit 4903- 9155 4903-9313 X Off - White Round Ceiling Mount 4903-9317 X 4903- 9163 4903-9321 X 4903- 9168 4903-9326 X Red Rectangular Horizontal Wall Mount Wall Mount Vertical Wall SPEAKER 70 VRMS 4903- 9171 4903-9329 X 4903- 9174 4903-9332 X 4903- 9158 X Off White Round 4903-9162 X 4903- 9166 X 4903- 9176 X Red X 4903-9177 Rectangular Mount (Retrofit) 4903- 9178 X Suffix H models are intended for indoor use in areas where humidity is normally high, such as swimming pool rooms, locker rooms. etc., and require the 4905-9907 gasket kit. NOTE: Audible output is attenuated by 3dBA. MOUNTING INFORMATION: SEMI - FLUSH WALL MOUNT 4" SQ. 2 1/8 (RACO # 231 OR EQUAL) WITH 1 1/2 EXTENSION (RACO # 203 OR EQUAL) BY OTHERS ROUND H( FLUSH M FOR A/V WITH SPEAKER: 4" SQ. 1 1/2"DEEP BOX (RACO # 191 OR EQUAL) WITH 1 1/2" EXTENSION (RACO # 203 OR EQUAL) BY OTHERS FOR A/V WITH HORN: 4" SQ. 1 1/2" DEEP BOX (RACO # 191 OR EQUAL) BY OTHERS MOUNTING INFORMATION (CONTINUED): 3 GANG BOX, 2 3/4" DEEP WIREMOLD NO. 5744.3 OR EQUAL), BY OTHERS 4905-9908 ADAPTER PLATE RECTANGULAR HOUSING SURFACE MOUNT OPTIONS 2975-9145 BOX 4905-9903 A VERTICAL RETR( NOTE I BOX ORIENTATION FOR A/V WITH SPEAKER: 4"SO. 1 1 /2" DEEP BOX (RACO # 191 OR EQUAL) WITH 1 1/2" EXTENSION (RACO # 203 OR EQUAL) BY OTHERS FOR AN WITH HORN: 4" SQ. 1 1/2" DEEP BOX (RACO # 191 OR EQUAL) BY OTHERS WEATHERPROOF 3 GANG BOX, 2 5/8" DEEP (RACO NO. 5390.0 OR EQUAL) BY OTHERS 4905.9907 HIGH HUMIDITY I-- GASKET KIT (REQUIRED FOR HIGH HUMIDITY APPLICATIONS, SURFACE OR SEMI -FLUSH) 4905-9908 ADAPTER PLATE SURFACE MOUNT HIGH HUMIDITY APPLICATION EXISTING 4-INCH SQUARE OUTLET BOX IN WALL RETROFIT MOUNTING REQUIRING BOX EXTENSION 4905-9915 OR 4905-9916 ADAPTER RING f3 Simplex Gardner, Massachusetts Throughout the U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. C7 GSimplex UL Listed FM Approved FEATURES: Multi -Application Peripherals and Accessories Visible and Audible/Visible Appliances 4904 Series Visible Notification Appliances with 1 Hz Strobes 24VDC Powered Xenon Flashtube Visible Notification Appliance UL Listed to Standard 1971: Models Available With Visible Output of 15, 30, or 110 Candela 15 Candela Models Provide 75 Candela On -Axis Minimum Visible Output Compatible with ADA Requirements Exclusive Reflective Design Provides Light Output in Key Axis Directions Allowing Vertical or Horizontal Mounting Synchronized Flash Rate Models Available for use with Synchronizing Module 4905- 9914 (Style Y), or 4905-9922 (Style Z) Wall Mount Models: Red with White "FIRE" Lettering Off -White with Red "FIRE" Lettering Ceiling Models: Red with White "FIRE" Lettering on Three Sides Regulated Circuit Design Protects Flash Capacitor and Ensures Consistent Output Polarized In/Out Wiring Terminals Polycarbonate Lens SPECIFICATIONS: Dimensions ....................4 3/4"H x 2 15/16°W x 2 5/8"D 121 mm x 75mm x 67mm) Operating Voltage.........................................18-32VDC Flash Rate .................... 60 Flashes per Minute (± 20%) Nominal Current at 24VDC: 15 Candela (Effective Intensity)........................85mA 30 Candela (Effective Intensity) ...................... 100mA 110 Candela (Effective Intensity) ......................200mA Appliance Connection ................ Two Position Terminal Block with In/Out Wiring Wire Size..............................................#18 to #12AWG Temperature ......................32°F to 120OF (0°C to 49°C) Humidity .............................. 10 - 95% Non -Condensing at 860F (30°C) Ef. i3; a G 4904 SERIES VISIBLE NOTIFICATION APPLIANCE DESCRIPTION: Simplex 4904 series visible notification appliances may be either horizontally or vertically wall mounted, or ceiling mounted, because an exclusive (patent pending) multi -surface reflector is used to provide symmetrical light output in key axis directions. The lens assembly fits securely into its housing, providing a high integrity notification appliance that is impact and vandal resistant and suitable for a variety of applications. When multiple visible appliances and their reflections can be seen from one location, synchronized flashes reduce the probability of photo -sensitive reactions. Flash synchronization module 4905-9914 or 4905-9922 will control the observed flashes of synchronized flash models at a rate of 1 Hz using the existing two wire circuit (patent pending). Standard models will operate in a free -running mode even when connected to a synchronized NAC. The efficient switching regulator electronic design provides over -voltage protection for the flash discharge capacitor and ensures consistent visible notification output. Proper selection of visible notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm Code (1993 NFPA 72), ANSI Al17.1, the appropriate model building code, BOCA, ICBO, or SBCCI, and the application guidelines of the Americans with Disabilities Act (ADA). Consult your local Simplex representative for assistance in determining these requirements. 1995 Simplex Time Recorder Co. Publication S4904-0002-3 2-95 PRODUCT VISIBLE NOTIFICATION IDENTIFICATION APPLIANCE OUTPUT Candela) HOUSING STYLE MOUNTING STYLE 1 Hz 1 Hz 15 30 110StandardSynchronized 4904-9162 4904-9325 X 4904-9163 4905-9326 Red with White FIRE" on Front and Sides Red with White "FIRE" CEILING MOUNTX 4904-9164 4904-9327 X 4904-9305 X 4904-9135 4904-9301 X on Front X4904-9136 X4904-9137H 4904-9305H Red with White "FIRE" VERTICAL 4904-9135H 4904-9301H X on Front For High Humidity Areas' WALL MOUNT 4904-9136H 4904-9309H X Off White with Red ''FIRE" on Front 4904-9138 4904-9306 4904-9302 X X4904-9141 4904-9144 4904-9310 X 4904-9139 4904-9307 X Red with White "FIRE" 4904-9142 4904-9303 4904- 9311 X on Front Red with White "FIRE" HORIZONTAL 4904- 9145 X 4904- 91451-1 X on Front For High WALL MOUNT Humidity Areas' 4904- 9140 Off -White with Red XFIRE" on Front 4905- 9146 X Suffix H models are intended for indoor use in areas where humidity is normally high, such as swimming pool rooms and locker rooms. and require the 4905-9907 gasket kit. ACCESSORIES DESCRIPTION 4905- 9907 High Humidity Gasket Kit 4905- 9910 Surface Mount Adapter Plate, Zinc Plated, 4 7/8" x 3 1/8" (124mm x 79mm) 4905- 9914 Synchronized Flash Module. ale Y operation. Epoxy Encapsulated with In/ Out AWG #18 Wire Leads, rated for 2A NAC, requires 10mA for power. 1 3/8" W x 2 7/16" L x 13/16" H (35mm x 62mm x 20mm) 4905- 9922 Synchronized Flash Module. Style Z operation. Epoxy Encapsulated with In/ Out AWG #18 Wire Leads, rated for 2A NAC, requires 10mA for power. 1 3/8" W x 2 7/16" L x 13/16" H (35mm x 62mm x 20mm) 2 MOUNTING INFORMATION SEMI -FL MOUNTI SURFACE MOUNTING SURFACE MOUNT ADAPTER PLATE 4905-9910 OPTIONAL FOR SEMI -FLUSH) w NOTIFICATION APPLIANCE VISIBLE NOTIFICATION APPLIANCE 0 SINGLE GANG BOX 2-1'2" DEEP RACO 519) SUPPLIED BY OTHERS ROTATE AS SHOWN FOR HORIZONTAL MOUNTING HANDY BOX 1-1/2" DEEP RACO 650) SUPPLIED BY OTHERS SINGLE GANG BOX, 2-1 A" DEEP WIREMOLD NO. 5744S) SUPPLIED BY OTHERS MOUNTING INFORMATION (CONTINUED): CEILING MOUNTING VISIBLE NOTIFICATION APPLIANCE MOUNTING FOR NON -WEATHERPROOF BOX FOR HIGH HUMIDITY SEMI -FLUSH MOUNTING ONLYAPPLICATIONS (RACO 650) SUPPLIED BY OTHERS VISIBLE NOTIFICATION APPLIANCE ssimpileox SURFACE MOUNT ADAPTER PLATE 4905-9910 T-BAR WITH CLIPS AND SCREWS ERICO NO. 512) SUPPLIED BY OTHERS MIJ HANDY BOX 1 1/2" DEEP RACO 650) SUPPLIED BY OTHERS NOTE: SEE PAGES 2 AND 3 FOR ADDITIONAL SURFACE AND SEM -FLUSH MOUNTING DETAIL. x INS WEATHERPROOF BOX 2" DEEP FOR SURFACE MOUNT ONLY RACO NO. 5324 SINGLE GANG) SUPPLIED BY OTHERS 4905-9907 HIGH HUMIDITY GASKET KIT (REQUIRED FOR HIGH HUMIDITY APPLICATIONS, SURFACE OR SEMI -FLUSH) Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. J;,,Simplex UL Listed Multi -Application Peripherals and Accessories FEATURES: UL Listed to Standard 1480 High Quality Tone and Voice Reproduction Capacitor Input for Connection to Supervised Notification Appliance Circuits Square Housing Models Feature: Red or Off -White with "FIRE" Lettering Surface or Semi -Flush Wall Mount Round Housing Models Feature: Off -White Color (No Lettering) Flush Mount on Ceiling or Wall Four Inch Cone (102mm) High Impact, Flame Retardant PC/ABS Thermoplastic Housing Available for 25 or 70VRMS Multi -Tapped Output Power In/Out Terminals for #18 to #14AWG Standard 4 Inch Outlet Box Mounting SPECIFICATIONS: Dimensions: Square Housing ........4 3/4" H x 4 3/4" W x 1 3/16" D 121 mm x 121 mm x 30mm) Depth into Box...............................2 7/16" (62mm) Round Housing ............................7 1/2" Dia. x 1/2" D 191 mm x 13mm) Speakers 4902 Series Audible Notification Appliances I u 4902 SERIES SPEAKERS Depth into Box...............................3 3/16" (81 mm) DESCRIPTION: Available Voltages ....................... 25VRMS or 70VRMS Simplex 4902 series speakers provide high quality sound Operating Temperature............................32°F to 120°F for both emergency fire alarm use as well as for 0°C to 49'C) background music. The moisture repellent speaker is designed for smooth frequency response with minimal Operating Humidity ...........10-95% Non -Condensing at distortion. Models are available in either 25 or 70VRMS 86°F (WC) and mount either surface or semi -flush. Frequency Response: Output power selection is determined by internal For Fire Alarm.....................................400Hz to 4kHz transformer tap selection. This eliminates the need to For General Signaling .......................125Hz to 12kHz modify field wiring when selecting the power required to Power Taps .................................. 1/4W, 1/2W, 1 W, 2W satisfy installed conditions. Typical Sound Level` ..............................1 /4W = 79dBA Square housing models are for surface or semi -flush wall at 10 Ft with 1 kHz input using 1 /2W = 82dBA mount applications. Round housing models are typically conventional sound level meters) 1 W = 85dBA for ceiling applications but can be wall mounted if 2W = 88dBA desired. Minimum sound levels, as determined by integrated sound pressure measurements per UL Standard 1480, are 4dBA lower. D 1994 Simplex Time Recorder Co. Publication S4902-0001-2 6-94 SPEAKER SELECTION CHART PRODUCT IDENTIFICATION SPEAKER VOLTAGE HOUSING STYLE HOUSING COLOR 25 VRMS 70 VRMS 4902-9703 X X Square Round Square for High Humidity Areas' Red with White "FIRE" Lettering4902-9704 X 4902-9705 X Off -White with Red "FIRE" Lettering Off -White No Lettering) 4902-9706 7 X X4902-9708 4902-9703H X Red with White "FIRE" Lettering4902-9704H X ACCESSORIES 4905-9907 High Humidity Gasket Kit' 4905-9909 Surface Mount Adapter Plate, Zinc Plated, 4 7/8" Square (124mm) 4905-9917 Adapter Ring Box Extension, 4 3/4" Sq. (121 mm), 1 1/2" Deep (38mm), Off -White 4905-9918 Adapter Ring Box Extension, 4 3/4" Sq. (121 mm), 1 112" Deep (38mm), Red Suffix H models are internally gasketed for indoor use in areas where humidity is normally high, such as swimming pool rooms and locker rooms, and require the 4905-9907 gasket kit. MOUNTING INFORMATION: SEMI -FLUSH OR SURFACE MOUNT 4905-9909 ADAPTER P FOR SURF 4" SO, 1 1/2" DEEP BOX RACO NO. 191 OR EQUAL) WITH 1 1/2" EXTENSION RACO NO. 203 OR EQUAL) BY OTHERS F MOUNTING INFORMATION (Continued): SURFACE MOUNT ROUND HOUSING CEILING OR WALL FLUSH MOUNT SURFACE MOUNT HIGH HUMIDITY APPLICATIONS 4905-9907 HIGH HUMIDITY GASKET KIT (REQUIRED FOR HIGH HUMIDITY APPLICATION SURFACE OR SEMI -FLUSH) 2 GANG BOX, 2 3/4" DEEP WIREMOLD NO. R5753 OR EQUAL), BY OTHERS NO ADAPTER PLATE REQUIRED) SQ, 2 1/8" DEEP BOX kCO NO. 231 OR EQUAL) fH 1 1/2" EXTENSION kCO NO. 203 OR EQUAL) OTHERS WEATHERPROOF 2 GANG BOX, 2 5/8" DEEP (RACO NO. 5388 OR EQUAL) BY OTHERS ADAPTER PLATE MOUNTING INFORMATION (Continued): RETROFIT MOUNT REQUIRING BOX EXTENSION EXISTING 4-INCH 102mm) SQUARE OUTLET BOX IN WALL IG Simplex Building Systems Firealeavm • -Seamry • Communictir rs • Time Control Simplex Time Recorder Co. Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. 0 Simplex U L Listed FM Approved* Multi -Application Peripherals FEATURES: UL Listed to Standard 1480 High Efficiency Driver with Exponential Horn Mounts to Standard 4" (102mm) Electrical Box Corrosion, Vibration and Vermin Resistant Water and Moisture Sealed Mounting Includes: Flush, Semi -Flush, Surface, Weatherproof, and Bi-Directional Output Power is Available from 1/8W to 15W with Input Voltage of 25 or 70VRMS Voltages and Taps are Model Dependent) Die -Cast Zinc Housing Red, Baked Epoxy Paint Finish Capacitor Input for Connection to Supervised Notification Appliance Circuit DESCRIPTION: 2902-9700 series speakers combine high efficiency and environmental resistance to provide voice and tone audible notification for fire alarm applications. The housing is die-cast with an exponentially shaped horn that protects the speaker coil while efficiently directing the sound to the speaker grill. This contruction provides protection from moisture, corrosion, vibration, vermin, and vandalism. The two speaker housing versions, surface/semi-flush or flush, can be combined with several mounting means to satisfy a wide variety of applications. Models are available with multiple power selection taps and for operation at 25 or 70 VRMS. (Refer to speaker selection chart on page 4.) FM approval is for indoor use and is model dependent, refer to chart on page 4. Information concerning additional agency listings is available upon request. and Accessories Speakers 2902 Series SURFACE/SEMI-FLUSH SPEAKER FLUSH MOUNT SPEAKER 1994 Simplex Time Recorder Cc Publication S2902-0001-8 1-94 SURFACE/SEMI-FLUSH SPEAKER 2902-9710 2902-971 1 2902-9712 2902-9713 See back page for selection chart. WEATHERPROOF MOUNTING SURFACE -EXTERIOR BACKBOX 2975-9009 (1/2" (1.3cm) conduit) BI DIRECTIONAL MOUNTING HOUSING 2905-9939 If one speaker is used use 2905-9940 blank cover. 60. 2 5116" O 4118" • 10.5cm) 4 '/ 3 y • » (10.8cm) 8.3cm) 1I518" `rT o 4.13cm) 1 15116" I I 2" (10.8cm) 5.1cm) 177 y I Ste•\ ,' /''/% SEMI -FLUSH MOUNTING 2905-9948 PLATE' 5" (12.7cm) 4 3 3/8"( .6c 2 3318"(8.6cm)_ TOP .. 0.63cm) o' 3 318" 8" ( 8.6cm) cm) 4y„ 10.8Cm) R TAPPED FOR CONDUIT 15 3/4" (14.6cm q 1 3/16" 1 4 3/8" (11.1cm)( 3.Ocm) 4 3/ " (12.06cm)-'1 o 4 3116" 10.6cm), 5 3/8" I(13.65cm) 00-6cm) I-43I-- 2 3/3 6.9cm) 5 118" ( 13.00cm) 0 0 0 T 4 1116" 00 3 0 0 (10.3cm) o O o 7132" 5" ( 15. 24cm) (.55cm) r 3 3/8"(8.6cmj r TAPPED 2 HOLES) I I 1( 15. 24cm) 3 MIol 8.6cm) SF PLATE 2905-9948 FLUSH SPEAKER 2902-9714 2902-9715 2902-9716 2902-9717 TOP VIEW SIDE VIEW 19164" 75cm) 3 3/16" 8.1cm) u - u 2 3/32" 5.3cm) 5 9X I 1111R" 3 11116"(9.4cm) FLUSH MOUNTINqA dam° o 0 34 Flush loudspeaker with standard 4" 10.16cm) square backbox (2 1/8" 5.4cm) deep) and overlapping adaptor ring 2905-9941. 3116" (10.6cm) 036cm) 2" I (5.0cm)y 1 4 3116" 10.6cm) 3/8' 3. cm) L Welded steel 2" (5.08cm) deep collar, provides necessary extension to any 4" (10.16cm) square, 2 1/8" (5.4cm) deep EO box (4 "S'' clips included) 2905-9941 6"(15.24cm) FLUSH PLATE TAPPED 8 3:2 4 ' 0 4 HOLES) `,,3 23/64" 3 23/64" 8.5cm) 4,/" 10.8cm) USE ID AS TEMPLATE FOR WALL OPENING 24cm) 187 DIA CSK 4 HOLES) o ' 06 2 314" 6.9cm) 4 'A" 12.Ocm) 0 5 amc a* 2 '/,"(6.9cm 4 '/."(12.0cm) 147 DIA SELF TAPPING 2905-9942 ( 4 HOLES) Flush loudspeaker with flush plate 2905-9942 mounted to solid exterior surface (or hollow interior) wall where backbox is not required. The 2905-9942 flush plate may also be used to adapt the flush speaker to a 4-11/16" (11.9cm) square box. Box and extension ring must provide a minimum depth of 3-5/8" (9.2cm). SPEAKER SELECTION CHART MODEL INPUT VOLTAGE AVAILABLE POWER TAPS MOUNTING STYLE 2902-9710* 25 VRMS 1/8, 1/4 W RED HOUSING, SURFACE MI FLUSH MOUNT 70 VRMS 1, 2 W 2902-9711 25 VRMS 70 VRMS 1/4, 1/2, 1, 2 W 2, 4, 8,15 W 2902-9712 25 VRMS 1, 2 W 2902-9713 25 VRMS 2, 4. 8,15 W 2902-9714* 25 VRMS 1/8, 1/4 W 1, 2 W RED HOUSING, FLUSH MOUNT 70 VRMS 2902-9715 25 VRMS 70 VRMS 1/4, 1/2, 1, 2 W 2. 4, 8,15 W 2902-9716 25 VRMS 1, 2 W 2902-9717 25 VRMS 2, 4, 8,15 W ACCESSORIES SEMI -FLUSH MOUNTING PLATE (RED) 2905-9939 BI-DIRECTIONAL HOUSING (RED) 2905-9940 COVER PLATE (RED) (for bi-directional housing when 1 speaker is used) 2905-9941 2 INCH (50mm) ADAPTER RING (RED) 2905-9942 FLUSH MOUNTING RING (RED) SPEAKER OUTPUT CHART SPEAKER POWER WATTS) SOUND LEVEL with 1000 Hz (dBA)** 10 FT 20 FT 40 FT 80 FT 160 FT 15 102 96 90 84 78 8 99 93 87 81 75 4 96 90 84 78 72 2 93 87 81 75 69 1 90 84 78 72 66 1 /2 87 81 75 69 63 114 84 78 72 66 60 1 /8 81 75 69 63 57 These models are not FM approved. Note: Chart is for comparison only. Output is typical of measurements taken with a conventional sound level meter measured in an anechoic chamber. Refer to speaker selection chart for available power taps per speaker model. M;,Simp1exBuiiding Systems Simplex Time Recorder Co. Gardner, Massachusetts 01441-0001 U.S.A. Offices and Representatives Throughout the World Frrr Lktection • Security • Communications • Time Control All specifications and other information shown were current as of publication, and are subject to change without notice. Printed in U.S.A. 0 0 DO NOT USE ELEVATOR fl 11 R` if if WHEN FLASHING FEATURES: Signal Circuit BRUSHED STAINLESS STEEL, BRASS, OR GLOSS WHITE PLASTIC STANDARD SINGLE GANG (BOX MOUNT) PLATE HIGH BRIGHTNESS FLASHING RED LED INDICATOR HIGH VISABILITY RED SCREEN PRINTING MODEL NUMBER AND LIST PRICES EL-1 WP WHITE PLASTIC PLATE EL- 1 SS STAINLESS STEEL PLATE EL-1 BP POLISHED BRASS PLATE TO ADD YOUR LOGO TO ANY OF THE ABOVE PLATES, ADD E.O.L. pervised) 24 vdc P—/ is S.'simplex Life Alarm Fire Alarm Systems 4100/4120 Fire Alarm Controls Product Identification 4100/4120- DESCRIPTION CITY. STANDBY CURRENT (mA) ALARM CURRENT (mA) MODULE SIZE REQ. SYSTEM TYPE 1 MAX. EA. TOTAL EA. TOTAL DOOR INT. 8001 CONTROLPANEL 8009 REMOTE ANNUNCIATOR PANEL 25 25 2 8201 CONTROL PANEL W!AUDIO 8010 MINIPLEX CONTROL PANEL 8210 MINIPLEX CONTROL W/AUDIO 8019 MINIPLEX TRANSPONDER 25 1 25 f 2 8901 ADD TO EXISTING SYSTEM 8909 ADD TO EXISTING ANNUNCIATOR MASTER CONTROLLER 1 1 MAX. CPU. CITY. 5 AMP PWR SUPPLY, BATT. CHGR.) 7023 REDUNDANT MASTER CONTROLLER 1625 1 675 16 16 7003 1000 PT. CPU 292 i 9e2 292 16 J6 3 7050 UPGRADE KIT 292 1292 16 8 7051 MASTER CONTROLLER UPGRADE TO PRIORITY 2 292 292 16 8 CONTROLLER POWER OPTION 1 MAX. 6001 240VAC 6007 SUPPRESSION RELEASE PANEL INITIATING DEVICE CKTS. AS REO. 5004 3 ZONE STYLE B 1 75 195 2 5014 3 ZONE STYLE D 75 195 2 NOTIFICATION APPLIANCE CKTS. AS REQ. 1001 2 CKT. STYLE Y 16 33 2 4011 2 CKT. STYLE Z 16 33 4201 4 CKT. DUAL CHANNEL STYLE Y 25 80 4202 2 CKT TRIPLE CHANNEL STYLE Y 25 30 4203 4 CKT. DUAL CHANNEL STYLE Z 25 80 2 4204 2 CKT. TRIPLE CHANNEL STYLE Z 25 80 2 4321 6 CKTSTYLE Y 2 25 70 2 0 4331 6 CKT. STYLE Z 25 70 2 4205 MODIFIED 3-CHANNEL STYLE Y 25 80 2 1206 ACDIFIED 3-CHANNEL STYLE Z 1 25 30 I AUXILIARY RELAY CONTROL AS REQ. 3001 4 RELAY 2A W/FEEDBACK 15 75 1 2 3002 4 RELAY 10A W/FEEDBACK 15 175 4 3003 8 RELAY 3A W/FEEDBACK 25 J 280 Qp 2 oZ OPTIONAL FEATURES AS REQ. 0104 120V ADD'L. BATT. CHGR. 0105 120V. 5A POWER SUPPLY qt40108120V. 8 AMP POWER SUPPLY M'7 1108 120V. 3 AMP POWER SUPPLY, POWER LIMITED 0110 MAPNET 11 ADDRESSABLE 470 490 f 90 1 0111 MAPNET ISOLATOR MOD. 50 50 2 0113 DUAL RS-232.2120 COMM. 132 132 2 0114 240V ADD'L. BATT. CHGR. 4 0115 240V, 5A POWER SUPPLY 4 0117 8 AMP REMOTE POWER SUPPLY 6 0118 240V, 8 AMP POWER SUPPLY 4 0119 12 VOLT, 2 AMP POWER MODULE 0123 STYLE 7 MODULE 40 10 0124 ENHANCED CHARGER PKG. 5 1 6 0129 25.5 VOLT LIMITER MODULE - 0136 DECODER MODULE 35 j 163 3 0137 STYLE 7 RS-232 MODULE 30 30 j 0139 DIAL -IN SERVICE MODEM 43 I 43 0150 AFTERMARKET REPROGRAM 0304 STYLE 7 REMOTE UNIT INTERFACE 85 J 35 2 1010 EXTERNAL BATTERIES j1-1 / 1995 Simplex Time Recorder Co. Publication S4100-0014-5 5-95 4100,4120- DESCRIPTION QTY. STANDBY CURRENT (mA) ALARM CURRENT( MA) MODULE SIZE REG. AUDIO CONTROLLER BD. 1 MAX. EA. i TOTAL EA.1 TOTAL DOOR INT. 0210 SINGLE CHANNEL 185 185 j 12 0211 DUAL CHANNEL 220 220 12 0212 TRIPLE CHANNEL 220 220 2 25V OUTPUT AMPLIFIER (SEE NOTE) AS REG. 0201 25WATT AMPL. W/O P.S. 36 2200 2 0202 DUAL 25 W AMPL. W!P.S. 36 4400 4 0203 100 W AMPLIFIER WiRS. 120V 68 8750 7:5-O 8 1203 100 W AMPLIFIER W/P.S. 120V, POWER LIMITED 68 87501 8 0213 100 W AMPLIFIER WiP.S. 240V 68 87501 3 70V OUTPUT AMPLIFIER (SEE NOTE) AS REG. 0207 100 W AMPLIFIER W!P.S. 120V 68 87501 8 0217 100 W AMPLIFIER W/P.S. 240V 68 8750i 8 AUDIO EQUIPMENT OPTIONS AS REG. 0204 MICROPHONE & ENCLOSURE 3 00 3 1 7 o 74 0205 MASTER TELEPHONE 22 142 4 I 0215 PHONE RISER TERM. BOARD I 0206 REDUNDANT TONE GENERATOR 45 45 0220 STANDARD MESSAGE SET 0221 CUSTOM MESSAGE FROM TAPE 0222 CUSTOM MESSAGE (TRANSCRIPT) 0223 CUSTOM MESSAGE (ARCHIVE) ANNUNCIATION EQUIPMENT AS REG. 0301 64164 LED/SW CONTROLLER 15 1260 a0 2 oZl 0302 24 PT. UO GRAPHIC INTERFACE 34 75 2 0401 8 RED LED MODULE 2 0402 16 PT. RED/YELLOW LED 2 0403 8i8 MOM. SW;RED LED 2 p2 0404 8/16 POS. MAINT. SW/R-G LED'S 2 0405 8/16 MOM. SWR-Y LED'S 2 0408 ANNUN. CONTROL SW. MOD. 8/8 2 0450 REMOTE PANEL LCD 30 170 16 16 0410 REMOTE MICROPHONE;ENCL. 3 4 0411 REMOTE MASTER PHONE 4 0412 1 CHAN. AUDIO CONTROL SW. 2 Z 0413 2 OR 3 CHAN. AUDIO CONTROL SW. 2 0415 3 CHAN. SPKR. SELECT SW. 2 0416 AUDIO ANNUN. CONTROL SW. 2 PACKAGE SIZE/OPTIONS AS REG. 2001 2 UNIT PKG. (16" AVAIL.) 2002 1 UNIT PKG. ,32" AVAIL.) 2003 6 UNIT PKG. (48" AVAIL.) 2201 RED FINISH 2011 2 UNIT PKG., SOLID DOOR 2012 4 UNIT PKG.. SOLID DOOR 2013 6 UNIT PKG., SOLID DOOR 0133 TAMPER SWITCH NETWORK EQUIPMENT 1 MAX. 4120-6011 RS485 NETWORK INTERFACE BOARD' 150 150 4120-6012 MODULAR INTERFACE BOARD' 28 28 4120-0142 RS485 MEDIA CARD 73 73 4120-0143 FIBER OPTIC MEDIA CARD 39 39 271 2717 93'simplaOx Gardner. Massachusetts T01441hroughout the U.S.A. Offices and Representatives Throughout the World U All specifications and other information shown were current as of publication. and are SuDlect to change without rouce. Printed in U.S.A. S,Simplex r= Life Alarm Fire Alarm Systems 4100i4120 Fire Alarm Controls Product identification 4100 4120- DESCRIPTION OTY. STANDBY CURRENT (mA) ALARM CURRENT (mA) MODULE SIZE REG. SYSTEM TYPE 1 MAX. EA. TOTAL EA. TOTAL DOOR INT. 8001 CONTROLPANEL 3009 REMOTE ANNUNCIATOR PANEL 25 C 25 2 3201 CONTROL PANEL W AUDIO 3010 MINIPLEX CONTROL PANEL 8210 MINIPLEX CONTROL W%AUDIO 8019 MINIPLEX TRANSPONDER 25 25 2 3901 ADD TO EXISTING SYSTEM 8909 ADD TO EXISTING ANNUNCIATOR MASTER CONTROLLER 1 MAX. CPU. CITY. 6 AMP PWR SUPPLY. BAIT. CHGR.) 7023 REDUNDANT MASTER CONTROLLER 6251 j 675 16 j 16 7003 1000 PT. CPU 292 292 16 3 7050 UPGRADE KIT 292 292 16 3 7051 MASTER CONTROLLER UPGRADE TO PRIORITY 2 292 292 16 3 CONTROLLER POWER OPTION 1 MAX. 6001 240VAC 6007 SUPPRESSION RELEASE PANEL INITIATING DEVICE CKTS. AS REG. 5004 8 ZONE STYLE B 75 195 2 5014 8 ZONE STYLE 0 75 195 j NOTIFICATION APPLIANCE CKTS. AS REG. 4001 2 CKT. STYLE Y 16 33 2 4011 2 CKT. STYLE Z 16 33 2 4201 4 CKT. DUAL CHANNEL STYLE Y 25 80 2 4202 2 CKT. TRIPLE CHANNEL STYLE Y 25 80 2 4203 4 CKT. DUAL CHANNEL STYLE Z 25 80 2 4204 2 CKT. TRIPLE CHANNEL STYLE Z 25 80 2 4321 6 CKT.STYLE Y 25 70 2 4331 6 CKT. STYLE Z 25 70 2 4205 MODIFIED 3-CHANNEL STYLE Y 25 1 80 2 4206 MODIFIED 3-CHANNEL STYLE Z 25 , 30 AUXILIARY RELAY CONTROL AS REG. 3001 4 RELAY 2A W/FEEDBACK 15 75 2 3002 4 RELAY 10A W/FEEDBACK 15 175 4 3003 8 RELAY 3A W/FEEDBACK 25 280 j I OPTIONAL FEATURES AS RED. i 9104 120V ADD'L. BATT. CHGR. 4 0105 120V, 5A POWER SUPPLY 4 9108 120V. 3 AMP POWER SUPPLY 2 1108 120V, 8 AMP POWER SUPPLY, POWER LIMITED 4 0110 MAPNET II ADDRESSABLE 470 490 4 0111 MAPNET ISOLATOR MOD. 50 50 I 2 0113 DUAL RS-232.2120 COMM. 132 132 J 2 0114 240V ADD'L. BATT. CHGR. 4 0115 240V. 5A POWER SUPPLY 4 0117 8 AMP REMOTE POWER SUPPLY 6 0118 240V• 8 AMP POWER SUPPLY 4 0119 12 `JOLT, 2 AMP POWER MODULE 0123 STYLE 7 MODULE 40 40 0124 ENHANCED CHARGER PKG. 5 6 0129 25.5 VOLT LIMITER MODULE 2 0136 DECODER MODULE 35 163 6 0137 STYLE 7 RS-232 MODULE 30 30 0139 DIAL -IN SERVICE MODEM 43 43 0150 AFTERMARKET REPROGRAM 0304 STYLE 7 REMOTE UNIT INTERFACE 85 85 2 j 1010 EXTERNAL BATTERIES 1995 Simplex time Recorder Co. Publication S4100-0014-5 5-95 4100,4120- DESCRIPTION QTY. STANDBY CURRENT (mA) ALARM CURRENT ImAI MODULE SIZE RED. AUDIO CONTROLLER BD. 1 MAX. EA. TOTAL EA. TOTAL DOOR INT. 0210 SINGLE CHANNEL 185 185 12 0211 DUAL CHANNEL 220 220 12 0212 TRIPLE CHANNEL 220 220 12 25V OUTPUT AMPLIFIER (SEE NOTE) AS REG. 0201 25WATT AMPL. W%O P.S. 36 2200 2 0202 DUAL 25 W AMPL. W,P.S. 36 4400 4 0203 100 W AMPLIFIER W/P.S. 120V 68 8750 8 1203 100 W AMPLIFIER W.P.S. 120V, POWER LIMITED 68 8750 8 0213 100 W AMPLIFIER W P.S. 240V 68 8750 8 70V OUTPUT AMPLIFIER (SEE NOTE) AS REG. 0207 100 W AMPLIFIER W/P.S. 120V 68 8750 8 0217 100 W AMPLIFIER W/P.S. 240V 68 8 550 8 AUDIO EQUIPMENT OPTIONS AS REG. 0204 MICROPHONE & ENCLOSURE 3 7 4 0205 MASTER TELEPHONE 22 142 4 0215 PHONE RISER TERM, BOARD 0206 REDUNDANT TONE GENERATOR 45 a5 0220 STANDARD MESSAGE SET 0221 CUSTOM MESSAGE FROM TAPE 0222 CUSTOM MESSAGE TRANSCRIPT 3223 CUSTOM MESSAGE (ARCHIVE) ANNUNCIATION EQUIPMENT AS REG. 0301 64164 LED/SW CONTROLLER 15 260 oit?p 2 oZ 0302 24 PT. UO GRAPHIC INTERFACE 34 75 2 0401 3 RED LED MODULE 2 0402 16 PT. RED/YELLOW LED 2 0403 3/8 MOM. SW/RED LED 2 0404 8/16 POS. MAINT. SW/R-G LED'S 2 0405 8116 MOM. SW,R-Y LED'S 2 0408 ANNUN. CONTROL SW. MOD. 818 170] 2 0450 REMOTE PANEL LCD 30 16 16 0410 REMOTE MICROPHONE,ENCL. 3 J 3 4 0411 REMOTE MASTER PHONE 4 0412 1 CHAN. AUDIO CONTROL SW. 2 0413 2 OR 3 CHAN. AUDIO CONTROL SW. 2 0415 3 CHAN. SPKR. SELECT SW. 2 0416 AUDIO ANNUN. CONTROL SW. 2 PACKAGE SIZE/OPTIONS AS REG. 2001 2 UNIT PKG. (16" AVAIL.) 2002 4 UNIT PKG. (32" AVAIL.) 2003 6 UNIT PKG. (48" AVAIL.) 2201 RED FINISH 2011 2 UNIT PKG., SOLID DOOR 2012 4 UNIT PKG., SOLID DOOR 2013 6 UNIT PKG., SOLID DOOR 0133 TAMPER SWITCH NETWORK EQUIPMENT 1 MAX. 4120-6011 RS485 NETWORK INTERFACE BOARD' 150 150 4120-6012 MODULAR INTERFACE BOARD' 28 28 4120-0142 RS485 MEDIA CARD 73 73 4120-0143 FIBER OPTIC MEDIA CARD 39 39 I 2G 7 0 13'simplAlleix Gardner. Massachusetts Throughout the U.S.A. Offices and Representatives Throughout the World Au specifications and other information shown were current aS of publication. and are sublecr to change wunout notice. Printed in U.S.A. 0 UNITED ARTISTS THEATER P-3 SEMINOLE TOWNE CENTER BATTERY CALCULATIONS 09/25/95 QTY DESCRIPTION cLD MA MA ALM III ALM 1 MAIN FACP (P-1) 1.218 1.218 10.5591 10.559 1 REMOTE MICROPHONE W/SWITCH 0.043 0.043 0.292 0.292 1 4603-9101 LCD ANNUNCIATOR 0.03 0.03 0.17 0.17 1 2080-9024 DIALER 0.084 0.084 0.154 0.154 27 2099-9796 ADDRESSABLE PULL 0 ol ol 0 4 2098-9576 SMOKE SENSOR (ION) 0 oi 01 0 4 2098-9652 ADDRESSABLE SENSOR ol 0 0 0 24 2098-9649 DUCT HOUSING 01 0 0 0 24 2098-9201 SMOKE SENSOR ol 0 0 0 24 2098-9806 REMOTE TEST SWITCH ol 0 0.003 0.072 14 2190-91721AM ol 0 0 0 3 2098-9460 HEAT DETECTOR 0 0 ol 0 5 4903-9219 HORN/STROBE UNIT 0 0 0.1231 0.615 43 4904-9139 STROBE UNIT 0 0 0.0851 3.655 14 2088-9007 RELAY 0 0 0.015 0.21 42 4902-9707 SPEAKER 0 0 0 0 2 2902-9711 SPEAKER 0 0 0 0 1.375 15.727 X24HRS XSMIN X (24) X (.083) 33 1.305341 TOTAL STANDBY REQUIRED 33 TOTAL ALARM REQUIRE 1.305 TOTAL CURRENT DRAW 34.305 TOTAL BATTERY SUPPLIED SOAH NOTE: ADDRESSABLE DEVICE CALCULATIONS ARE INCLUDED WITHIN FACP CALCULATIONS. NOTE: ONE AMPLIFIER WILL BE IN BACK UP MODE NOTE: SPEAKERS ARE INCLUDED IN MAIN FACP AMPLIFIER ALARM CONDITION CALCULATION Page 1 II,)W)f6N WIRE 8 , AbIL THI INITI-IWN TYPE i11"HI.riAw" PVC Hyloll 600 vt,l15 Nylon CALL talug Size No. of Anipacily" Insul. Jacket DiaOverall Net Number AWG Strands .-- thi ils Thick. Inches Wefgghl 1-800—IIOU—WINE 75"C 90°C Ivttls Mils Inches LbslMtt L ; • — Single Conductor 600 volts. S rr, — 14 Solid" 15 15 15 , 4' i) *'3j '16 4 1100602 14. ' 19 15 .15, ; ' j5 1100603 Solid 20 k20yys j4cj5` `4` 13 *24:. r"6=M , i'4''• ,,` y,+,., IIUO60A 12 19" ?p 11201t""'%15' tAv H00605 10 Solid . , 30 t ir30 20 4' 38 yr ti00606 10 , i' 19; 30 !.x1130t'{ ` 20 I.`' w ,39:", 1 astyt,+rr:, Mir r H006U7 5uA8. r, Solid 50 x H00608 8 19 50 ;55' d0 5 ,k ip'h23 k J!66: H00609 6 19 30; 65 75 r ' ' _ 5` „`i 64t . r rrl II ti kyi tr li e,tt f/ Jrt' 1100610 4 19 85 . 1 s 95` ' . 90 6: irsr3 155..i 1 . s;,'sfiY, ,7=;, , a.ryS,,.l• jar {a,4.1iy _._ ._—_—_—_ . . , , c' , sir . Isa+r'. • ' iiF +Y Ftt i Ra • ,.; r1Rctvile , t a21H}1 / 19 115r1 10 140' ` 6 3 s25 si+,. },',lF ', 1 M •' A HUOG11 ..rx,z. µ1 K.I911 . I". Y111•} k; ti ;u s t119 f 1' 3l). gp 0 50 tr `y 300r aH00612 '' t 1 >` ''+ .4,' ' 't 11' ,.:• x 4 r — i a Styr, ra; roc Ke t,rs, r31100613 's;k1 /0 t.f r + ,19 tr, 1.501 n0 L,50o'..r i 7h M7O J r• al„ ,t , , { 2/0 —19 175 4661100614A. 195 r , tIU0615 3/0 19,200 2255, 50 ' . 7, r)57 H00616 4/0.. 19 230 260 50 . J ' 66,E `i, , 710 1100617 250 37 255 290 6t) 8 .,t ti G 72 Y ; , 845 11UU618 300 37 285 `320 60 8 c, `r}1''7.7+; 1020 1100619 350 37 , 310 :350 60 8 r r I8 ppl-65 1100620 400 37 335 380 r 60 B ' l l:}ti 87.t"+t ri1325 o ,, 1100621 l500 37 380 430 60'' 8 it 96. 1640. 0: 1 475 535 t 2480II0U622 Dia,u duns and wuighls shown atu subiu.;l lu 41c"Ith ,1 indusl,y ldwancus Nulc 2 "Su6d canduclars and slrandad conductors size t and largor which Now 1•—'Anipacily basud on NEC ratings lul Ihn:e condOcloit; in und-od ui are Of Lunyaussed strand do not have MTW of AWM U.L. listing. exposed conduit 30"C an bionl and condu,alx Iln11pUi.dt1I,1 w, lie.tol 111" 7P; C moase ,sunsuit you, I lot stun Woo & CaUt; roptosenlalive for price ratings are Ira III IWN and the 90"C r.,lint , an: lur rl If It and av,111abiily Applications revisions of the following specifications: Installation: Open wiring Conduits or ducts Conductors: Copper: ASTM B-3, ICEA-NEMA. Operation: Dry localiurls. Wei locations. Ili presence of Stranding: ASTM B-8 or B-496, ICEA-NEMA. many chemicals and ,;its. Aluminurrl: ASTM B-233 or B-609, ICEA-NEMA. Stranding: ASTM B-231 or B-400, ICEA-NEMA Maximum Conductor lernpelatulU: C:clritil-loons Insulation: U.L. 83 Operation THHN 90,C dry -ll IAA/II -15"C Wei c1i (try Jacket: U.L. 83 MTW 90"C dry 60 '( in t)il NOTE: listed by Underwriters' Laboratories as -flit-IN, AWM 105''C (try 80' G in .,il -1-1 IWN, 90"C Machine -lool Wire and 1050C Appliance Wiring Material except solid conductors, compact and Specifications coml,lussed stranded conductors do not have AWM or The components meet Utz 1k;yllireljjeljIs of the latest MTW U.L. Listing. 6 U. w TEG-1 IVE SIGNAI It IGPOWERLIMITEDFIRE13HO TI IIE11MULTI -CONDUCTOR CABLES, U Sl IDED CIRCUIT CABLE (TYPE FPL) NEC AlITICLE'IdU 113 AWG SOLID CONDUCTORS 2 .145 4 4 .175 4 1 V 5 190 11till 6 .200 Y .205 I 190 8 .220 1192 I .260 16 AWG Sol 11) CONOUCTORS 160 3 .190 200 100 230 6 .250 AWW`01-11) (:0II()UCT(_)f1S 42,10 2 .210 3 .225 4 .250 1-102 r, 2I7 4403 I 6 .305 IFIROX. WOT. PER 11 FT. 21 24 30 36 42 49 55 69 25 34 46 56 67 13 52 69 115 102 poWL-11 I.INJI-I EI) J'IJJF- P11o1 E(, I M.'16HAVING CIRCUIT CABLE (HYPE FPQ I!Ec-AItilcl-L -ma MULTI -CONDUCTOR CABLES, SHIELDED III AWGsmip cotiouc-rons Opp 2 150 J60 180 5 195 205 B 235 10 275 244 27 33 39 45 62 76 16 AWG SC)1_10 CONDUCTORS 2 160 3 .200 215 240 6 .260 14 AWG SOLID CONDUCTORS 2 .225 t'' 13 3 .230 255 2115 6 .3 1!) 31 42- 52 62 73 46 55 72 BB 105 is. Simplex Gardner, MA 0 1441 -0001 USA 508) 632-2500 Printed in U.S.A. 01995 Simplex Time Recorder Co. Adv.133, DUO -TANG° MADE IN U.S.A Z L ..ESC7iP7;C.! A PARCEL Or LAND BEING TRACT 1,,OF THE PROPOSED PLAT 'SEMINOLE TOWNE CENTER' LYING IN SECTION'S 29 AND 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, DESCRIBED ASFOLLOWS: COMMENCE AT THE NORTH QUARTER CORNER OF SAID SECTION 32 FOR APOINTREFERENCE; THENCE RUN SOUTH 00019'43' EAST, 'LONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 32, A DISTANCE OF 249.43 FEET TO A POINT LYING ON THE NORTH LINE OF TRACT 8 OF SAID PROPOSED PLAT AND THE POINT OF BEGINNING; THENCE .RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND TRACT 8 THE FOLLOWING COURSES: THENCE RUN .NORTH 55 005' 15' WEST, 22.40 FEET TO A POINT LYING ON ANON -TANGENT CURVE CONCAVE NORTHWESTERLY; THENCE RUNSOUTHWESTERLYALONGSAIDNON -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 BEARINGOFSOUTH64020'31' WEST TO THE POINT OF TANGENCY; THENCE RUNSOUTH89040'18- VEST, 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 14004'56', i AN ARC LENGTH OF 74.23 FEET, A CHORD LENGTH OF 74.04 FEET, AND ACHORDBEARINGOFNORTH83017'14' WEST TO A POINT OF REVERSECURVATUREOFACURVECONCAVESOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00FEET, A CENTRAL ANGLE OF 78021'26', AN ARC LENGTH OF 41.03 FEET, A CHORD LENGTH OF 37.90 FEET, AND A CHORD BEARING OF SOUTH 64034'30' WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 25023'47' 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 CHORDBEARINGOFSOUTH32024' 19' EAST TO THE POINT OF TANGENCY; THENCERUNNORTH89047'35' 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 45.00 FEET, A CENTRAL ANGLEOF42055'24', AN ARC LENGTH OF 33.71 FEET, A CHORD LENGTH OF 32.93FEET, 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 THEOFFICIALRECORDSBOOK2612, PAGE 1923 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE, DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 8, 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 02039'05', AN ARC LENGTH OF 49.15 FEET, A CHORD LENGTH OF 49.14 FEET, AND A CHORD BEARING OF SOUTH03.20'16' WEST; THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, RUN SOUTH 89°47'35' WEST, 567.47 FEET TO A POINT LYING ON A NON - 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 BEARING OF NCRTH 11022-56' 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 57013'52', 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 48043'06' WEST, NON - TANGENT TO SAID CURVE, 49.08 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 23052'59' EAST, ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE, 684.88 FEET TO A POINTLTiriu UN IHE SOUIHERLY LINE OF TRACT 4 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND SAID TRACT 4 THE FOLLOWING COURSES: THENCE RUN SOUTH 66007'24' EAST, 136.57 FEET; THENCE RUN SOUTH 02000'00' WEST, 29.26 FEET; THENCE RUN SOUTH 72000' 00' WEST, 19.16 FEET; THENCE RUN SOUTH 38000'00' EAST, 58.53 FEET; THENCE RUN SOUTH 72°00'00' WEST, 57.47 FEET; THENCE RUN SOUTH w l-; 66.21-FEET:-- HENCE RUN- 50At- 3$'' luo--f t3T8,S:98 FEET; THENCE RUN SOUTH 02000'00' WEST, 22.58 FEET; THENCE RUN NORTH 72000' 00' EAST, 373.97 FEET; THENCE RUN NORTH 27000'00' 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 00041' 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 NCRTH, 2?000'0C' EAS-. 11.95 FEET: EXHIBIT " A" Page I FENCE nU!:' c .00, LAST, ..3.04 FEE . r NORTH i.. 27*00'00' EAST, rEET; THENCE RUN NORTH 6300 - WEST, 87.47 FEET; THENCE RUN 'NORTH 27000'00' EAST, 19.96 FEET; THENCE RUN NORTH 63000'00' WEST, 107.57 FEET; THENCE RUN NORTH 27000'00' EAST, 212.91 FEET; THENCE RUN NORTH 18000'00' WEST, 372.26 FEET; THENCE RUN SOUTH 52000'00' '.VEST, 66.11 FEET; THENCE RUN NORTH 88000'00' WEST, 25.40 FEET; THENCE RUN NORTH 18100'00' WEST, 23.54 FEET; THENCE RUN NORTH 88000'00' WEST, 32.99 FEET; THENCE RUN NORTH 18000'00' WEST, 189.57 FEET TO A POINT LYING ON A FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT- OFAVAY LINE: THENCE, DEPARTING THE COMMON LINES OF TRACT 1 AND TRACT 3, RUN NORTH 24027'22' EAST, ALONG SAID FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY LINE, 25.20 FEET; THENCE, CCATINUING 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 SA;D PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF TRACT 1 AND TRACT 5 THE FOLLOWING COURSES:. THENCE RUN SOUTHERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH OF 1382.39 FEET, A CENTRAL ANGLE 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' WEST 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 19°36'17', AN ARC LENGTH OF 154.44 FEET, A CHORD LENGTH OF 153.69 FEET, AND A CHORD BEARING OF NORTH 80004'59' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89053""•' EAST, 185.97 FEET TO A POINT OF CURVATURE OF 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 44056*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' WEST, 51.72 FEET; THENCE, DEPARTING SAID COMMON LINE 9ETWEEN TRACT 1 AND TRACT 5, RUN NORTH 87046'40- EAST, 287.03 FEET TO THE POINT CF CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 262.81 FEET, A CENTRAL ANGLE OF 1 1 °04'20', A14 ARC LENGTH OF 50.79 FEET, A CHORD LENGTH OF 50.71 FEET, AND A CHORD BEARING OF SOUTH 8604I'll 1' EAST TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY, SAID POINT LYING ON THE SOUTHERLY LINE OF TRACT 11 OF THE AFORESAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES BETWEEN SAID TRACT 1 AND TRACT 11 THE FOLLOWING COURSES: THENCE CONTINUE EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1815.75 FEET, A CENTRAL ANGLE OF 06°26'00', AN ARC LENGTH OF 203.88 FEET, A CHORD LENGTH OF 203.77 FEET, AND A CHORD BEARING OF SOUTH 77056'01' EAST TO A POINT OF REVERSE CURVATURE OF A CURVE C014CAVE NORTHERLY; THENCE RUN EASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 221.00 FEET, A CENTRAL ANGLE OF 15 °34'41-, AN ARC LENGTH OF 60.09 FEET, A CHORD LENGTH OF 59.90 FEET, AND A CHORD BEARING OF SOUTH 82030'21' 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 90000'00% AN ARC LENGTH OF 51.84 FEET, A CHORD LENGTH OF 46.67 FEET, AND A CHORD BEARING OF NORTH 44* 42'18* EAST TO A POINT LYING ON THE AFORESAID. WESTERLY RIGHT. -OF - WAY LINE OF TOWNE CENTER BOULEVARD; THENCE, DEPARTING SAID COMMON LINES BETWEEN TRACTS 1 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 lrEei, A CENTRAL ANGLE OF 17057'32', 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 OF TANGENCY; THENCE RUN SOUTH 89° 42'18' WEST, 184.78 FEET TO THE POINT OF CURVATURE OF A CURVE 4 Y,v ; _: ` U,L i r-kl C;NG JAI; ;.UFf V C, HAV 11V11 A RADIUS LENGTH OF 307.00 FEET, A •CENTRAL ANGLE OF 22 ° 19'07% AN ARC LENGTH OF 119.59 FEET, A CHORD LENGTH OF 118.83 FEET, AND A CHORD BEARING OF NORTH 79008'08' 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 09°17'16', AN ARC LENGTH OF 41.14 FEET, A CHORD LENGTH OF 41.10 FEET, AND A CHORD BEARING OF NORTH 72037'12- 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 03053'11-, AN ARC LENGTH OF 117.69 FEET, A CHORD LENGTH OF 117.66 FEET, AND A CHORD BEARING OF NORTH 79012'25' 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 11 004'20% AN ARC LENGTH OF 35.20 FEET, A CHonD LENGTH CF 35.15 FEET, AND A CHORD BEARING OF NORTH 86041' 11' WEST TO THE POINT OF TANGENCY: THENCE RUN SOUTH 87046' 4^• WEST, 183.36 Fc_T TO A POINT OF CURVATURE OF A CURVE CON--'- . SCUTHEASTER,LY; THENC= Rl;': O'JTHWESTERLY ALONG SAID E. YH.:I B. LT ." A Page 2 7Cr C6.3•I Fcc:. .: Tn ANOLE^.r 97046'40', C LENGTH OF 132.27 FEET, A CHCRL I J,GTH CF 119.71 FEET, AND A CHORD BEARING OF SOUTH 43`53'20' '::EST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00000'00' EAST, 75.74 ;TFEETTOAr'"" LYING ON 7HE NCRTHERLY LINE CF TRACT 2 OF SAID PROPOSED P;_ T; THENCE. DEPARTING SAID CCl.l% CN Lif:ES OF TRACTS i AND 6, CONTi-NUE SOUTH 00'00'00' EAST, 63.06 FEET; THENCE RUN SOUTH d9°53'CS' `':EST, 315.18 FEET; THENCE RUN SOUTH 18000'00' EAST, 78.30 FEET; THENCE RUN SOUTH 52000'00' WEST, 29.26 FEET; THENCE RUN NORTH 88000'00- WEST, 29.27 FEET; THENCE RUN SOUTH 18000'00- EAST, 3E7.70 FEET; THENCE FuN SOUTH 27000'00' WEST. 91.68 Foci; THENCE RUN SOUTH 63000'00' EAST, 360.78 FEET; THENCE RUN SOUTH 27000'00' WEST, 55.00 FEET; THENCE P.U,,4 SOUTH 63000*00' EAST, 78.43 FEET; THENCE RUN NORTH 78008'50' EAST, 81.14 FEET; THENCE RUN NORTH 97000'00' EAST, 333.40 FEET; THENCE RUN NORTH 00017'42' WEST, 293.78 FEET; THENCE RUN NORTH 89042'18' EAST, 38.00 FEET; THENCE RUN NORTH 00017'42• 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 90000'00', AN ARC LENGTH OF 36.13 FEET, A CHORD LENGTH OF 32.53 FEET. AND A CHORD BEARING OF SOUTH 45017'42' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89042'18' EAST, 108.06 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE. HAVING A RADIUS LENGTH OF 40.00 FEET, A CENTRAL ANGLE OF 77009'42% AN ARC LENGTH OF 53.87 FEET, A CHORD LENGTH OF 49.89 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 CURVECONCAVESOUTHERLYANDTHENORTHERLYLINEOFTRACT7OFSAIDPROPOSEDPLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACTiANDTRACT7THEFOLLOWINGCOURSES: THENCE RUN WESTERLY ALONGSAIDCURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLEOF17057'32% AN ARC LENGTH OF 9.40 FEET, A CHORD LENGTH OF 9.36FEET, AND A CHORD BEARING OF NORTH 81 °18'56' WEST TO THE POINT OFTANGENCY; THENCE RUN SOUTH 89042'18• WEST, 130.81 FEET TO THE POINTOFCURVATUREOFACURVECONCAVESOUTHEASTERLY; THENCE RUNSOUTHWESTERLYALONGSAIDCURVE, HAVING A RADIUS LENGTH OF 30.00FEET, A CENTRAL ANGLE OF 90'00'00', AN ARC LENGTH OF 47.12 FEET, ACHORDLENGTHOF42.43 FEET, AND A CHORD BEARING OF SOUTH 44042'18' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00017.42- EAST, 737.86 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY AND THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OFTOWNECENTERBOULEVARD; THENCE, DEPARTING SAID COMMON LINES OFTRACT1ANDTRACT7, 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 12057'56', AN .ARC LENGTH OF 147.09 FEET, A CHORD LENGTH OF 146.78 FEET, AND ACHORDBEARINGOFSOUTH47023'07' WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 53°52'05' WEST, 529.91 FEET TO THE POINT OFCURVATUREOFACURVECONCAVESOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1400.00FEET, A CENTRAL ANGLE OF 19°21'48', AN ARC LENGTH OF 473.13 FEET, ACHORDLENGTHOF470.89 FEET, AND A CHORD BEARING OF SOUTH44011'11' WEST TO A POINT OF COMPOUND CURVATURE OF A CURVECONCAVESOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAIDCURVE, HAVING A RADIUS LENGTH OF 2050.00 FEET, A CENTRAL ANGLE OF12047'08', AN ARC LENGTH OF 457.46 FEET, A CHORD LENGTH OF 456.51FEET, AND A CHORD BEARING OF SOUTH 28°06'43' WEST TO THE POINT 0TANGENCY; THENCE RUN SOUTH 32020'04' WEST, 24.65 FEET TO THE POINTOFBEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND Lire ;N THE CI; i OF SANFORD, SEMINOLE COUNTY, FLORIDA AND CONTAINS 49.803 ACRES, MORE OR LESS. EXHIBIT "A" Page 3 A FAi4-GCL CF L D z.f= "i,E t;CSED i`" . MiNCLE -C -'- .E CE.`; T F.;' ti S( '.; k;'J 29, r'Y.':'.;,,r 19-SOUT14, _ ..:c;c: _ 7 EAST, Dr = .''5ED AS L'r'I NG 7NUE .F'!;c _ UT;1';'_.;1 cri';,;:LR OF ::D SECiICN 2G r CR A FC,`T TH '115 -6-,':CST, ALONG THE 'r ZST !_NE OF S.A.D S0UT;AEAST U.-AT R. < -3.-^-.0 ;FEET; THENCE PiUN NORTH 25'44'24' E::ST, 155 ?3 FEET TO A Pi=INT L':iNG CN THE ',YASTERLY UNE OF TRACT 2 OF 5.t,;D f=-CPOSED PL 4T .kND THE r';"JT GF 6Ec3;. N:N-G; -HENCE RUN ALONG THE 1t'ON I-INES OF /;1D TFACT 2 AND TRACT 1 CF SAID PROPOSED PLAT THE FCl-LCYVINl3 COURSES: T1 i-NC;E LN SOUTH 38`00'00' E!,,ST, 29.27 FEET; -E}SCE LiN NORT;i 52`,3.3'0G' ST, f LOT; T I .E.Nt*- RUN ` ORTH lo`JOw v;ES T, 78 30 1-FET; FHE!:;:E '=INN '+-11'RTI1 6'3':;;08' ;:AST, 315.13 FEET; THENCE RUN NCRT;i 00'00 W' '.":I:ST, 1d.06 FEET TO A PCIN T f)F CUSP OF A CURVE CONCAVE NORTHF-ASTERLY, SAID POINT 0:NG ON THE SOUTHERLY UNE OF TRACT 6 OF SAID PROPOSED PLAT: THENCE, DEPARTING SAID CC)MMON LINES OF TRACT 1 AND TF,ACT 2• RUN ALONG THE CC!.!.1t3N ONES BET•YcEN SAID TRACT 2 AND TF,ACT 6 THE FOL.!..01'.lNG COURSES: ,-;iENCE, RUN SOU TI {EASTERLY ALONG SAID C;.'RVE, I -L.ViNG A Pa.,D!US I E.NGT11 CF 30.00 F 17-ET, A CE:NTP,AL AN(l1.E OF 90'G5'52', AN ARC I.E.NGTIA OF 47.1.8 r:=ET, A CH!;:aD L:_lJGT11 OF 42.47 FEET, AND A CHCaD SE:;;'JG OF SOUTH 45 03'26' EAST TO THE POINT OF TA-NGENCY; THENCE RUN NORTH 89'S3'08' EAST, 316.24 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTF_RLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 252.00 FEET, A CENTRAL ANG1_E OF 89'49'10', AN ARC LENGTH OF 395.05 FEET, A CHORD LENGTH OF 355.82 FEET, AND A CHORD BEARING OF SOUTH 45'12'17' EAST TO THE POINT OFTANGENCY; THENCE RUN SOUTH 00" 7*42' EAST, 180.46 FEET TO A POINT LYING ON THE NORTHERLY UNE OF THE AFORESAID TRACT 1; THENCE DEPARTING SAID SOUTHERLY UID NEOFSATRACT6, RUN ALONG THE CCMIAON LINES OF T=ACT 2 AND TRACT 1 THE FO110'WiNG COURSES: THENCE CONTINUE SOUTH 00'17'42' EAST, E2.75 FEET; THENCE RUN SOUTH 89'42' 16' WEST, 38.00 FEET; THENCE RUN SOUTH 00'17'42' EAST, 298.78 FEET; THENCE RUN SOUTH 87'00'00' WEST, 333.40 FEET; THENCE RUN SOUTH 78'OS'50' WEST, 81. 14 FEET; THENCE RUN NORTH 63'00'00' WEST, 78.48 FEET; THENCE RUN NORTH 27' 00'00' EAST, 55.00 FEET; THENCE RUN NORTH 63'00'00' WEST, 350.78 FEET; THENCE RUN NORTH 27'DO'00' EAST, 91.68 FEET; THENCE RUN NORTH 18'00' 00' WEST, 387.70 FEET TO THE POINT OF BEGJNNING, THE ABOVE DESCRIBED PARCEL OF LAND UES IN THE CITY OF SANFORD. SEMINOLE COUNTY, FLORIDA AND CONTAINS 14 354 ACRES, MORE OR LESS. FL i _ _ cL S.Lilv, v N0 1 i IC Ffl D F . S i.ni`r L.'. •. i'_ TO 'HE r')4,. T CF T- C E C-' 7F•.'..,.r _ ' L% r...^-"'r _7 22 ET TC r I'',-LR--C-` lC;. ,.'.:TH Tr E ,':i. ;.P.LY L:,•E CF = .i; 1 1 F S , ID. :r;C,T1C ED PL•:,T 7HE?sI-E. i_'E ,RT1t.3 C-D FL0R.DA C_T e. 1 _.-. _Y_ . . ' r •ifJHT-l. .. 1 l•, r,.,'r. __ .J S.• :7- S c G C_ _ . .. 212. 91 FLET, THENCE :;UN SCu 7. 1 S' SOUTH 21 = 00 00' `."EST• ?.96,CE 37.47 FEET, THENCERUNSCUT.-I '1`D0'. -" :`.LST _19 _ J° r:_ NORTH 63•'00' GO' WEST, 103.04 =EE , TriENCE L'Tr1 v 4 / ,. , . J1 1 .96 FEET; THENCE RUN SOUTH 53'50'30- \':EST ' 9 1 -9 NORTHEAST CORNER OF TRACT 4 OF SAID PLAT. DEPARTING SAID WESTERLY UNE CF TRACT 1. = •', r= T i 6 ' _ _ ALONG THE NORTH LI%E OF S:.•D TACT 4, 4 `-• . _ c _ _ ' C THE PCIr.T CF BEG,I,'-it,G T11E A%v`: E DESCR;2t- T'r.,CT iF L: L.tS C;"r- r FL'-FiCA AND 10 199 AC: . _ '.'CnE --R LXHLBiT "A" Page 4 ND BEING I=,ACT 4 r•F T%,C Pz.C:FCSED PLAT 'SE,MiNCLE TO',%NE CENTER- c; ..'J E(:T;^_ N 29, T+:.'.,`. ii;P 1 9 SCU T H. z..AN ;E =J EAST, 'C • SCr,18ED AS FOLLOWS: I ;ENCE AT THE SCUTH C! ,.TER COF...ER 3F SAID SECT.CN 19 FCR A OF ,;FFE,:[!CC ;-I'E'jCE :L:N E+UTH 33'41'35' EST, :;I GNG THE SOUTH LINE OF SAID jOUTH'.•,EST CL;,;RTEA, 1098.10 FEET TO A POINT CF rERSECTIC•N 'A'I T H THE: E.=STEPL'f !_,t: ITED ACCESS R!;;IiT•CF•'rlAY LINE OF STATE ;OAG NO. 400 .;NTci1STATE 41, AS PER F;.CF,ICA o"PARTMENT OF 1 'ANSP0RTATICIN, RIGHT•0E- "VA Y ' iAP, sEc,r C,''J N0. 7716 401 .AND 771 1.401; THENCE RUN NORTH 23052'53' EAST, rl.CNG SAID EASTERLY L!F.11Tt0 ACCESS nIGHT CF V'AY, a :`:E, :372.93 FEET TO THE FONT OF BEGi',NING; t:CNTiNIJE NORTH 23`52.59' EAST, A1+3^:G SAID EASTERLY L;iv1ITED AC+:ESS R'GHT•OF•WAY'LINE, 614.51 f-LET TO THE SOUTHL EST CORNER OF TR);CT 3 OF SAID PROPOSED PIJ4T; THENCE, 0EFART!NG SAID EASTERLY LIW,ITED ACCESS RIG11 t Of ',VAY LINE, RUN SOUTH 63 °0V'00- EAST, ALONG . THE COMMON LINE BETtiVEEN SAID TRACT 4 AND TRACT 3, A DISTANCE OF 482.33 FEET TO THE SOUTHEAST CCiiNErR CF SAID TRACT 3, SAID CORNER LYING ON THE EASTERLY LINE OF T;=.ACT 1 OF SAID PROPOSED PI -AT; THENCE, ALONGTHE' CCMNION LINES BI: C;7EEN S-l'-ID T ACT 4 AND TRACT 1, RUN THEFOLLOWINGC-OURSES: THENCE RUN SOUTH 00041'06' WEST, 194.63 FEET; THENCE RIJN SOUTH 27000'00' WEST, 12.00 FEET; THENCE RUN SOUTH 63000'00' EAST, 90.96 :EET; THENCE RUN SOUTH 27000'00' '.'EST, 236.08FEET; THENCE RUN NORTH 63°00'00' WEST, 113.95 FEET; THENCE RUN SOUTH 27000'00' `,JEST, 191.99 FEET; THENCE RUN SOUTH 72100'00' WEST, 373.97 FEET; THENCE RUN NORTH 02000'00' EAST, 22.58 FEET; THENCE RUN NORTH 38000'00' WEST, 65.98 FEET; THENCE RUN NORTH 02000'00' EAST, 65.21 FEET; THENCE RUN NORTH 72°00'00" EAST, 57.47 FEET; THENCE RUN' NORTH 38000'00' VEST, 58.53 FEET; THENCE RUN NORTH 72000'00' EAST, 19.16 FEET; THENCE RUN NORTH 02°00'00' EAST, 29.26 FEET; THENCE RUN NORTH 66007'24' WEST, 136.57 FEET TO 1'HE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND LIES :N THE CITY OF S4,NFORD, SEMINOLE COUNTY, FLORIDA AND CONTAINS 9.463 ACRES, MORE OR LESS. EXHIBIT "A" Page 5 LE 3AL ESCF;IP T ION l.. .1 A PAF;CEL OF LAND BEING TRACT 1 OF THE PROPOSED PLAT 'S-=AAI.:OLE TC'.'.'NE CENTER - LYING IN SECTIONS 29 AND 32. T C`NSHiP 19 SOUTH, RANGE 30 EAST, ::ESCRISED AS FOLLOWS: COMMENCE AT THE NORTH QUARTER CORNER OF SAID SECTION 32 FOR A POINT REFERENCE; THENCE RUN SOUTH 00019'43' EAST, ALONG THE EAST LINE OF THE NORTHWEST GUARTER 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 LINES OF SAID TRACT 1 AND TRACT 8 THE FOLLOWING COURSES: THENCE RUN NORTH 55005'15' '.VEST, 22.40 FEET TO A POINT LYING ON A NON -TANGENT 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 64020'31' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89040'18' 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 14004'56', 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 78021'26-, AN ARC LENGTH OF 41.03 FEET, A CHORD LENGTH OF 37.90 FEET, AND A CHORD BEARING OF SOUTH 64034'30- WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 25023'47' 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 89047'35' EAST, 443.59 FEET TO THE POINT OF CURVATURE CIF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 45.00 FEET, A CENTRAL ANGLE OF 42055'24% 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 8, 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 02039'05% AN ARC LENGTH OF 49.15 FEET, A CHORD LENGTH OF 49.14 FEET, AND A CHORD BEARING OF SOUTH 03020'16' WEST; THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, RUN SOUTH 89047'35- WEST, 567.47 FEET TO A POINT LYING ON A NON - 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 BEARING OF NORTH 1 1 °22'56' WEST TO THE POINT OF TANGENCY; THENCE RUN NORTH 25°23'47' 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 57013'52-, AN ARC LENGTH OF 301.66 FEET, A CHORD LENGTH OF 289.27 FEET, AND A CHORD BEARING OF NORTH 25*08*03' WEST; THENCE RUN NORTH 48043'06' WEST, NOW TANGENT TO SAID CURVE, 49.08 FEET TO A POINT LYING ON THE EASTERLY UNITED ACCESS RIGHT -GF-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 23052'59- EAST, ALONG oAeLl cr o r cnl i Llrvii 1 tU i Li.Eaa rilhYi itVr Vrf'i' Liivc, i70v.00 rcc r ry A POINT LYING ON THE SOUTHERLY LINE OF TRACT 4 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND SAID TRACT 4 THE FOLLOWING COURSES: THENCE RUN SOUTH 66°07'24' EAST, 136.57 FEET; THENCE RUN SOUTH 02'00'00' WEST, 29.26 FEET; THENCE RUN SOUTH 72000' 00- WEST, 19.16 FEET; THENCE RUN SOUTH 38'00'00' EAST, 53.53 FEET; THENCE RUN SOUTH 72000'00' ",VEST, 57.47 FEET; THENCE RUN SOUTH 02000' 00' WEST, 65,21 FEET; THENCE RUN SOUTH 38'00'00' EAST, 65.98 FEET; THENCE RUN SOUTH 02000'00' WEST, 22.58 FEET; THENCE RUN NORTH 72000' 00' EAST, 373.97 FEET; THENCE RUN NORTH 27°00'00' 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 00041' 06' EAST, 1.94.63 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 53'50'30' EAST, 191.09 FEET; THENCE RUN NORTH 27000'00' EAST, 11.96 FEET; VVI; TRTT ("' Pave 1 HE.N`CE RUN S 1 6_ ,; 00- EAST, IC3.04 FEET; TH' c R NORTH 27000'00' EAST, 3.08 FEET; THENCE RUN FORTH 6300C. iXEST, 37.47 FEET; ". ENCE RUN NORTH 27000'00' EAST, 19.96 FEET; THENCE RUN NORTH 63000'00* WEST, 1.07.57 FEET; THENCE RUN NORTH 27°00'00' EAST, 212.91 FEET: THENCE RUN NORTH 18300'00' WEST, 372.26 FEET; THENCE RUN SOUTH 52000'00' WEST, 66.11 FEET; THENCE RUN NORTH 88100'00' WEST, 25.40 FEET; THENCE RUN NORTH 18°00'00' `'VEST, 23.54 FEET; THENCE RUN NORTH 98°00'00- '.VEST, 32.99 FEET; THENCE RUN NORTH 18°00'00' VEST, 189.57 FEET TO A POINT LYING ON A FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -OF -%"'AY UNE; THENCE, DEPARTING THE COMMON LINES OF TRACT 1 AND TRACT 3, RUN NORTH 24027'22' 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 F=CPOSED PLAT; THE';CE RUN ALONG THE COMMON LINES OF TRACT 1 AND 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 CF 01018'50% AN ARC LENGTH OF 31.70 FEET, A CHORD LENGTH OF 31.70 FEET, AND A CHORD BEARING OF SOUTH 07020*19" WEST 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 80004'59' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 99053-'" EAST, 185.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE CF 89053'08', AN ARC LENGTH OF 47.06 FEET, A CHORD LENGTH OF 42.38 FEET, AND A CHORD BEARING OF NORTH 44056'34' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 00100'00' 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 02017'32' WEST, 51.72 FEET; THENCE, DEPARTING SAID COMMON LINE BETWEEN TRACT i AND TRACT 5, RUN NORTH 87046'40' EAST, 287.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE- RUN EASTERLY ALONG SAID CURVE, HAVING A RADIUS LEENGTH OF 262.81 FEET, A CENTRAL ANGLE CF 11 OC4'20', AN ARC LENGTH OF 50.79 FEET, A CHORD LENGTH OF 50.71 FEET, AND A CHORD BEARING 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 11 OF THE AFORESAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES BETWEEN SAID TRACT 1 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 BEARING OF SOUTH 77"56'01' EAST TO A POINT OF REVERSE CURVATURE OF A CURVE C014CAVE 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 82030'21- EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89142*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 90000'00% 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 1 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 17057'32', AN ARC LENGTH ... OF 2.40 FEET, A CHORD LENGTH OF 9.35 FEET, AND A CHORD BEARING OF NORTH 81 °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 WESTERLY ALONG 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 79008'08' 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 09 ° 17' 16', AN ARC LENGTH OF 41.14 FEET, A CHORD LENGTH OF 4 1. 10 FEET, AND A , CHORD BEARING OF NORTH 72037" 2' 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 03053'11','AN ARC LENGTH OF 117.69 FEET, A CHORD LENGTH OF 117.66 FEET, AND A CHORD BEARING OF NORTH 79012'25' 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 1 1 °04'20% AN ARC LENGTH OF 35.20 FEET, A CHORD LENGTH OF 35.15 FEET, AND A CHORD BEARING OF NORTH 86041'11' 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 F` IiT5TT "C" Pa2e - L RvE, HA\ A .US LENGTH CF c5.34 FEET, \Tn ANGLE CF 37°-46'40', :RC LENGTH OF 132.27 FEET, A CHCF.k ENGTH OF 19.71FEET, :AND A CHORD BEARING OF SOUTH 43°53'20' '.:EST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00'00'00' EAST. 75.74 FEET TO A PC:`;T LYING ON THE NORTHERLY LIN-E OF TRACT 2 OF SAID PROPOSED PLAT; THENCE. DEPARTING SAID COMMON LINES OF TRACTS 1 AND 6, CONTiNUE SOUTH 00000'00' EAST, 68.06 FEET; THENCE RUN SOUTH 89053'08' ',VEST, 315.18 FEET; THENCE RUN SOUTH 18000'00' EAST, 73.30 FEET; THENCE RUN SOUTH 52000'00' WEST, 29.26 FEET; THENCE RUN NORTH 88000'00' WEST, 29.27 FEET; THENCE RUN SOUTH 18000'00' EAST, 337.70 FEET; THENCE RUN SOUTH 27000*00" WEST, 91.68 FEET; THENCE RUN SOUTH 63000'00' EAST, 360.78 FEET; THENCE RUN SOUTH 27000'00' WEST, 55.00 FEET; THENCE RUN SOUTH 63000'00' EAST, 78.48 FEET; THENCE RUN NORTH 78008'50' EAST, 81.14 FEET; THENCE RUN NORTH 87000'00' EAST, 353.40 FEET; THENCE RUN NORTH 00017'42' WEST, 298.78 FEET; THENCE RUN NORTH 89°42'18' EAST, 38.00 FEET; THENCE RUN NORTH 00017'42' 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 90000'00", AN ARC LENGTH OF 36.13 FEET, A CHORD LENGTH OF 32.53 FEET, AND A CHORD BEARING OF SOUTH 45017'42' EAST TO THE POINT OF TANGENCY; THENCE RUN NORTH 89042'18" EAST, 108.06 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 40.00 FEET, A CENTRAL ANGLE OF 77009'42', AN ARC LENGTH OF 53.87 FEET, A CHORD LENGTH OF 49.89 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 RUN ALONG THE COMMON LINES OF SAID TRACT 1ANDTRACT7THEFOLLOWINGCOURSES: THENCE RUN WESTERLY ALONG SAIDCURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE OF17°57'32-, AN ARC LENGTH OF 9.40 FEET, A CHORD LENGTH OF 9.36. FEET, AND A CHORD BEARING OF NORTH 81 018'56' WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89042.18" WEST, 130.81 FEET TO THE POINT OFCURVATUREOFACURVECONCAVESOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS 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 44042'18- WESTTOTHEPOINTOFTANGENCY; THENCE RUN SOUTH 00017'42' 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 THE FOLLOWING COURSES: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 650.00 FEET, A CENTRAL ANGLE OF 12°57'56-, 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 19021'48', AN ARC LENGTH OF 473.13 FEET, A CHORD LENGTH OF 470.89 FEET, AND A CHORD BEARING CF 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 2050.00 FEET, A CENTRAL ANGLE OF 12047*08", AN ARC LENGTH OF 457.46 FEET, A CHORD LENGTH OF 456.51 FEET, AND A CHORD BEARING OF SOUTH 28006'43- WEST TO THE POINT 0 TANGENCY; THENCE. RUN SOUTH 32020'04' WEST, 24.65 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND LIES IN THE CITY OF SANFORD, SE!MINOLE COUNTY, FLORIDA AND CONTAINS 4S.803 ACRES, MORE OR LESS. EXHIBIT "C" Page 3 SDC-01.44 December 22, 1994 LEGAL DESCRIPTION PARCELS "A" AND. -B- A TRACT OF LAND LYING IN SECTIC) 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, BEING A PORTION OF TRACTS 10 AND 15, , MINOLE TOWNE CENTER REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PEAT BOOK 47, PAGES 8 THROUGH 10 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FL6RIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWk,3T CORNER OF SAID TRACT 15 FOR A POINT OF REFERENCE; THENCE RUN NOIlff.H 89047'35" 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; THENCE, DEPARTING SAID WEST LINE, RUN SOUTH 71054'21" EAST, 340.88 FEE; THENCE RUN NORTH 75021'32' EAST, 40.50 FEET TO A POINT ON THE EAST LINE OF SAID TRACT 10, SAID POINT LIES ON A RADIAL CURVE CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG SAID EAST LINE AND -SAID CURVE, HAVING A RADIUS LENGTH OF 143.75 FEET, A CENTRAL AI\@LE OF 33031'11', AN ARC LENGTH OF 84.10 FEET, A CHORD LENGTH OF 82.90 FEET, AND A CHORD BEARING OF SOUTH 31 °24'04' EAST TO THE SOOTHEAST 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°43'1(" EAST; THENCE RUN SOUTH 00000,00" 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 OFj218.50 FEET, A CENTRAL ANGLE OF 27010'22% AN ARC LENGTH OF 103.62 FEAT, 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" W€ST, 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 GREINER, INC., DATED NOVEM.BER, 1993, SHEETS 1 THROUGH 12, SAID" POINT LIES ON A NON -TANGENT Cl'-VE 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 FEET, 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 NORINHERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 250.00 FEET, A NTRAL ANGLE OF 38°55'17, AN ARC.LENGTH OF 169.83 FEET, A CHORD L . `GTH OF 166.58 FEET, AND A CHORD BEARING OF NORTH 01031'36" EAST; THENCE RUN NORTH 20059'11" EAST, 15.31 FEET TO A POINT ON A NON -TANG NT CURVE CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG SAID CU yVE HAVING A RADIUS LENGTH OF 2918A FEET, 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 2O$)47'46" EAST TO THP Pr)INT r)C Mre-1 mil jiff THE ABOVE DESCRIBED TRACT OF LAND LIES IN THE CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA AND CONTAINS 8.00 ACRES, MORE OR LESS.