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Cylinder TestsNAME Signature O.LC. 125.01 -86 e METROPOLITAN DADE COUNTY PERMIT DATE CS - 76 7 2-4 FIRE INSPECTION REPORT FOR C.O. ADDRESS ' J 13 . 0 0 iv t 0 o A/f- i SPRINKLERS - HYDRANTS ON -SITE STANDPIPE Flow Tests HYDRANT S R F S R F STANDPIPE S R F ON -SITE S R F - v E v e, 7 INSPECTOR r n Ar‘ p , 5 p xci,t O 1-' BUILDING MEETS PRESS FIRE SAFETY AND FIRE FLOW REQUIREMENTS Date G' `l airy University Vice President for Business Affairs M E M O R A N D U M TO: Frank Lubien, Code Enforcement Officer, Village of Miami Shores FROM: Timothy H. Czerniec, Vice President for Business Affairs DATE: September 15, 1987 SUBJECT: Affidavit AFFIDAVIT This is to certify that Barry. University recognizes that certain details on the West Hall I Project are incomplete. Barry University certifies that all matters will be brought into compliance with the approved drawings. Lei Timothy 1Rharrniec Vice President for Business Affairs A CatF.oTie T:-tu Un.iNersity 11300 NORTHEAST SECOND AVI_NUE MIAMI SHORES, FLORIDA 33161 PHONE (305) 758 -3392 �{�' //f7 September 16, 1987 Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Att.: Mr. Frank Lubien Ref.: Barry University / West Hall Phase I F &F /Project No. 8630.00 Subject: Certificate of Compliance Dear Sir: Pursuant to the South Florida Building Code, Article 305.3, this letter shall serve as certification by F &F /FRAGA AND FEITO /architects - planners, Inc., as the Architect -of- Record, that the work performed by L. Milton Construction Corp. to the best of our knowledge or belief and professional judgement meets with the intent of the South Florida Building Code and is in substantial compliance with the approved Contract Documents (Permit Set). Said certification is subject to the completion of corrective work and outstanding items to be completed by L. Milton Construction Corp., as the General Contractor for this Project, as enumerated by the Architect's List of Defficiencies and Incomplete Items dated September 10, 1987. For your record a copy of same is attached. In addition, pursuant to your request, attached please find copies of the Structural Engineer -of- Record's Field Reports as well as F &F's previously issued Field Reports. Respectfully Submitted, F& AAND FEITO /architects - planners, Inc. Jose Feito, FAIA Encl . cc.: T. Czerniec /Barry University A. Perez /L. Milton Construction Corp. File 8630.00.3A 0 N L 0 co C O Q. N C LO cr' T Q� • c0 0 O UE � O o R, Z Q o (0 0 LL roi September 10; 1987 L.MILTON CTRUCTION CORP. 2700 S.W. 23rd Terrace Miami, Florida 33145 Attention: Mr. Armando Perez Reference: Subject: Dear Armando: Sr. Betty McFadyen Mr. Ed Turner Mr. Jim Killmeyer Mr. J.A. Rodriguez West Hall Phase I F&F Project No. 8630.00 Preliminary List of Defficiencies and /or Uncompleted Items. .Given the status of the Project at this point in time and the reality that the date of substantial completion has not been met - precluding the use of this facility as the Owner had intended i.e. housing for the University's Students - a preliminary list of defficiencies and /or imcompleted items has been prepared to assit you in the completion of this project. By this action it is hereby understood that your responsibilities outlined in Article 9.8.1. of the General Conditions and Section 01705 are still subject to your compliance and have neither been assumed by the Owner nor deleted from your Contract. Corrective action or completion of the work is this not limited to the items herein listed. This report was compiled September 9, 1987. Barry University n n n 11 F &F Architects Those present: oa N co vt L0 0 M 0 c 0 a 0 `1 F C � O.r) P- o /5 IRE U E L C 0 0 Cli Z 0 w BUILDING EXTERIOR 01 RAILINGS: SPECS CALL FOR BUTT JOINT; APPLIED SEALANT NOT ACCEPTABLE. E.02 OVERSPRAY FROM DOORS AT CONC SURFACES & WALLS NOT ACCEPTABLE. E.03 OVERSPRAY ON EXTERIOR RAILINGS NOT ACCEPTABLE. E.04 2 LT. FIXT. MISSING IN FRONT OF RM 33; 1 LENS MISSING AS WELL. E.05 DOORS MARK 01 — SILENCERS MISSING; HARDWARE INSTALLATION IN COMPLETE; APPLIED WEATHERSTRIPPING IN PROPERLY INSTALLED — SCREWS, AS SET, ROUGH — NOT ACCEPTABLE — PRESENTS HAZARD; CLOSURE PLATES NOT INSTALLED AT HEAD & SILL CONDITION AS PER 08100, 2.03 (D), DRAWINGS AND APPROVED FIRE DOOR SUBMITTAL 08100.3 PG 6. DOOR NOT IN COMPLIANCE WITH SPECS. DOOR EDGE PLATE JOINTS OPEN, AT HINGE SIDE OPEN JOINTS VISIBLE (DUE TO REVERSIBLE FEATURE PER FABRICATOR) WHICH WILL RESULT IN INTRODUCTION OF MOISTURE AND RESULTANT RUST SEE 08100/2.03 (A) "FABRICATE STEEL DOOR ... TO BE RIGID. SEAMLESS ..." SEE 08100/2.03 (A)1. "CONNECT WORK. BY WELDED SEAMS. JOINTS, INCLUDING REINFORCEMENT.... WELDED JOINTS SHALL BE NEATLY MADE, PRESSED CLEAN. SMOOTH AND FLUSH WITH SURFACE OF BASE METAL. MAKE EXPOSED FACE JOINTING OF WORK AS INVISIBLE AS POSSIBLE." PAINT APPARENTLY IMPROPERLY APPLIED AS PEELING /POPPING OFF AT VARIOUS LOCATIONS EVIDENT. E.06 SEAL AROUND FIRE ALARM DEVICE; OPEN J.BOX VISIBLE. E.07 REPAINT EXTERIOR WALLS OVERSPRAYED WITH CORAL COLOR PAINT. E.08 GREEN COLOR WALSS NOT PAINTED AS PER APPROVED SHOP DRAWINGS; RETURN GREEN COLOR ON WALL OF DOOR 14 AT STORAGE UNITS 17A, B AND 18 A, B LOCATIONS. PATCH AND FILL INCORRECT STUCCO JOINTS AT SAME LOCATION. E.09 AT ENTRANCE TO 22A. UPPER LEFT CORNER OF STUCCO DAMAGED. PATCH AND REPAINT. E.10 EXTERIOR RAILINGS AT STAIRS: AS SET /FABRICATED INCORRECT. SEE PREVIOUSLY APPROVED SHOP DRAWINGS. AT TOP OF STAIR — RAILING SHALL EXTEND 1' -10" FROM NOSING. AT BOTTOM 1' -10" FROM NOSING. RAILING HT. IS SET AT 2' -8 ". CORRECT INSTALLATION. AS COMPLETED, IN VIOLATION OF SFBC. E.11 SCORED JOINTS AT SIDEWALK ABUTTING BUILDING ON FIRST FLOOR NOT CUT. SEE Al, FOR TYP. NOTE. E.12 UNIT NO.'S AS INSTALLED NOT IN COMPLIANCE WITH GENERAL NOTE #2 ON Al. SEE 10440. TYPE SHOULD HAVE BEEN HELVETICAL COLOR SUBMITTAL NEVER RECEIVED. ARCHITECT DESIRED WHITE. SEQUENCE NOTED ON PLANS; INSTALLATION NOT IN COMPLIANCE. NOTE: DISREGARD REMARK AS OWNER'S STAFF HAD ISSUED CURRENT INSTRUCTIONS. E.13 ALLL EXTERIOR THRESHOLDS CALLED FOR BEING SET IN A j, FULL BED OF SEALANT. SEE 9 /A8 AND 10/A8. NOT IN- FRAGA AND FElTO / architects . planner COMPLIANCE. - E.14 WHERE SIDEWALK ABUTTS DOS MAX. DIFFERENCE BETWEEN , TOP OF SIDEWALK AND FIN. GRADE IS SET AT A MAXIMUM 't OF 1°. SEE DETAIL 10/A5 SECTION A-A. NOT IN COMPLIANCE. ALSO SEE SECTION 1/A6 AT JUNCTURE OF SIDEWALK AND FINISH GRADE NOTE, DRAWING CALLS FOR 1" MAX. DIFFERENCE. E.15 TOOLED JOINT NOT ACCOMPLISHED AT DECORATIVE "GRID" (PAINTED GREEN) AS PER SECTION 1/A6 AND ELEVATIONS ON A3. FOR THE RECORD ONLY. DO NOT ATTEMPT TO CUT STUCCO. E.16 A/C CONDENSING UNIT SLAB AS NOTED ON DETAIL 1/A3 SCORED JOINT NOT ACCOMPLISHED. E.17 PARKING LOT INCOMPLETE; NOT READY FOR PUNCH LIST. E.18 LANDSCAPING /SOD/IRRIGATION INCOMPLETE; NOT READY FOR PUNCH LIST. E.19 EXTRUDED CURB NOT INSTALLED AS PER SR3 AND DTL 6/A5. E.20 COMPLY WITH 01705 AND INDIVIDUAL TECHNICAL SECTIONS AS TO FINAL CLEAN UP REQUIREMENTS AND SUBMITTALS. E.21 CLEAN ALL WINDOW TRACKS; INSTALL SCREENS. E.22 CRACKED STUCCO ON EAST STAIRS E.23 EAST STAIRWAY HAS TWO SHADES OF GREEN; APLLY SECOND COAT E.24 REF UNIT #10A - CONCRETE HAS CRACK IN IT E.25 REF UNIT #7A - CONCRETE HAS CRACK IN IT E.26 REF UNIT #3A - LIGHT LENS COVER MISSING E.27 REF UNIT #30A - STUCCO CHIPPED ABOVE DDOR E.28 REF UNIT #29A - RAILING BENT E.29 REF UNIT #26A - WINDOW MEEDS TO BE CAULKED E.30 REF UNIT #26A - THREE (3) HOLES IN STUCCO E.31 REF UNIT #26A - FLOOR HAS HOLE WHERE IT MEETS WALL E.32 REF STORAGE ROOM #33 - LIGHT LENS MISSING AND ENTIRE LIGHT UNITS MISSING E.33 REF UNIT #22A - STUCCO SHIPPED AT WINDOW AND DOOR E.34 REF UNIT #21A - STUCCO CHIPPED AT DOOR E.35 REF UNIT #20A - STUCCO CHIPPED AT DOOR E.36 REF UNIT #21B - HOLES AT TOP OF DDOR JAMB E.37 REF UNIT #22B - ELECTRIC BOX COVER MISSING E.38 REF UNIT #32 - PULL BOX AND FIRE ALARM MISSING E.39 REF UNIT #23B - JUNCTION BOX COVER MISSING E.40 REF UNIT #23B - OVERSPRAY FROM DOORS ON WALLS E.41 REF UNIT #26B - AREA UNDER WINDOWS NEEDS TO BE PAINTED E.42 REF UNIT #27B - WINDOW CAULKING HAS HOLES AND CRACKS 01.00 GENERAL COMMENTS. THE FOLLOWING ITEMS PERTAIN TO INTERIOR SPACES. REFERENCE IS MADE TO ROOM NUMBERS AS INDICATED ON FLOOR PLANS (KEY PLANS ATTACHED) AND TO TYPICAL UNIT SPACES AND/OR DOOR NUMBERS (KEY PLANS AnirouniED). 01.01 TOP SHELF UNIT, VERTICAL CLOSURE EDGE NOt)00t 2 L2 ON SLEEPING AREA SIDE..1 G4, AND FEITO / architects • 3t 01.02 UNIT *'S MISSING — SEE DRAWINGS AND DIVISION 10440. 01.03 NO PULL STRING VISIBLE a) BOX FOR TEL & CCTV. 01.04 CLOSERS AT EXTERIOR DOORS REQUIRE ADJUSTMENT; NOT CLOSING. 01.05 CLEAN VCT FLOORS; REMOVE STAINS, CLEAN AND POLISH AS PER 09650; DELIVER EXTRA STUCK AS PER 09650/8.08. 01.06 LT. FIXT. NOT INSTALLED AT STUDENTS DESK. DRAWING E4 CALLS FOR TWO LT. FIXT. MARK 'D' AT STUDENTS DESK. ONLY ONE INSTALLED. 01.07 COVE LT. NOT INSTALLED AT VANITY. 01.08 SMOKE DETECTORS INSTALLATION, EMERGENCY ETC. FIRE HORNS, FIRE STATIONS INCCOMPLETE — SEE ELECT. REPORT TO FOLLOW. 01.09 BATHROOM CEILINGS NOT INSTALLED; NOT READY FOR INSPECTION. 01.10 CLOSET FOLDING DOORS INSTALLATION INCOMPLETE; NOT READY FOR PUNCH LIST 01.11 CLOTHES SHELF AND ROD AT CLOSETS NOT INSTALLED 01.12 VINYL BASES LOOSE AT DOOR MARK 01 CONDITION AT RETURN 01.13 HARDWARE COMPONENTS MISSING; SEE E05 01.14 TYP. STUDENT DESK; PAINT UNDERSIDE OF DESK SEE 3/A5; CLEAN 01.15 LIGHT THROUGH AT BATHROOMS INCOMPLETE SEE 2/A5 01.16 CABINET ABOVE DRESSER UNIT. SEE ELEVATION 14 AND SECTION 2/A4. CABINET SHALL BE DIVIDED INTO TWO COMPARTMENTS (SEE SECTION 2/A4 NOTE" 3/4" COMP.BD. DIVIDER PANEL). HASP FOR STUDENTS LOCKERS NOT FURNISHED. TRIM AT EDGE (VERT) NOT INSTALLED AS PER SHOP DRAWING SUBMITTALS. ALIGN DOORS 01.17 ROBE HOOKS (MARK 7) AT TYP. BATHROOM UNITS NOT INSTALLED. INSTALL ON BATHROOM SIDE OF DOOR 06 01.18 BATHROOM VANITY — PAINT UNDERSIDE; MTL BRACKET MISSING SEE DETAIL 3/A5 INSTALL. 01.19 SMOKE DETECTORS NOT INSTALLED 01.20 FLOOR MTD DOOR STOP AT DOOR 06 (TO HOLD AT 90 DEGREES) NOT INSTALLED. PROVIDE SHIM PLATES (CONTACT HARDWARE SUPPLIER) FOR INSTALLATION 01.21 CLEAN CT. FLOORS AND WALLS (GOOD TILE INSTALLATION) 01.22 INSTALL WINDOW SCREENS 01.23 PIPE AT EXPOSED BRANCHES AT SINKS SCHEDULED TO BE BRASS PIPE OR TUBE. CHROME PLATED. PVC IN PLACE. NOT IN COMPLIANCE SUBMIT CREDIT 01.24 PATCH DRYWALL AT ELECT. CONNECTION UNDER STUDENT DESKS (FOR LT. FIXT.) 01.25 PATCH DRYWALL AT PLUMBING DRAINAGE PIPE UNDER SINKS. POOR PLUMBING ESCUTCHEON COVERAGE. 01.26 CHECK ALL DOORS MARK 06 MAKE SURE 1" UNDERCUT IS PROVIDED AT CLOSED POSITION IN ALL CASES. MOST DO NOT HAVE 1" UNDERCUT WHICH WILL IMPAIR POPER A/C OPERATION. THIS ITEM MUST BE CORRECTED IMMEDIATELY 01.27 ALL UNITS MEED TO BE THOROUGHLY CLEANED 01.28 ELECTRICAL AND /OR TELEPHONE COVER PLATES MISSING 01.29 ALL DRYWALL HAS ROUGH TEXTURE AND APPEARANCE NOT FRAGA AND FEITO / architects - planners B 2 FINISHED WHERE WALL MEETS CEILING PLANE. NEED TO BE SANDED AND REPAINTED 01.30 MANY JOINTS SHOW LACK OF SANDING PRIOR TO PAINTING 01.31 FINISH BACKSPLASH INSTALLATION ON ALL STUDENT DESK AND SHELF UNITS WORK INCOMPLETE. THE FOLLOWING SERIES OF COMMENTS PERTAIN TO SPECIFIC ROOMS IN ADDITION TO THE GENERAL COMMENTS ABOVE LISTED WHERE REFERENCE IS MADE TO "1AB.0..." COMMENT APPLIES TO BOTH SIDES OF UNITS "1A.0..." OR "18.0..." SPECIFICALLY REFERS TO RESPECTIVE HAFES. 1AB.00 UNITS 1A AND 1B 1A.01 EXTERIOR DOOR HAS FOREIGN SUBSTANCE ON IT - PAINT WILL NOT ADHERE 1A.02 EXTERIOR DOOR INSIDE DOOR KNOB DAMAGED 1A.03 WINDOW MOLDING NOT ATTACHED 1AB.04 SHOWER HEAD MISSING 1AB.05 PAPER TOWEL HOLDER LOOSE 10.06 VINYL BASE BY EXTERIOR DOOR LOOSE 10.07 EXTERIOR DOOR '1' STICKING 2AB.00 UNITS 2A AND 2B 2B.01 EXTERIOR DOOR JAMB HAS FOREIGN SUBSTANCE ON IT 2B.02 EXTERIOR DOOR '1' TIGHT AT BOTTOM 2AB.03 TOILET DOOR STOP MISSING 2AB.04 LOCK BROKEN DOOR #7 2AB.05 PATCH HOLE NEXT TO PAPER TOWEL HOLDER 3AB.00 UNITS 3A AND 3B F &F 2A.06 MARBLE THRESHOLD BROKEN DOOR #6 2A.07 BATHROOM DOOR #6 DOES NOT CLOSE - NEEDS TO BE PLANNED 2A.08 BROKEN BED LIGHT COVER LENS 2A.09 WINDOW MOLDING OFF #1 2A.10 EXTERIOR DOOR WILL NOT CLOSE 2A.11 EXTERIOR DOOR #'1' HAS FOREIGN SUBSTANCE ON IT- PAINT WILL NOT ADHERE 3A.01 EXTERIOR DOOR DOES NOT CATCH DR SEAT 3A.02 COVER PLATE MISSING SCREW 3A.03 BEDROOM CEILING LIGHT MISSING 3A.04 BATHROOM THRESHOLD NEEDS TO BE SEALED DOOR MARK '6' 3AB.05 PLUMBING DRYWALL EXPOSED UNDER SINK 3AB.06 TOILET DOOR *7 STOP NOT WORKING PROPERLY - DOOR BEING STOPPED BY DOORKNOB 3AB.01 BATHROOM DOOR *6 NOT PLUMB; SHOWS LESS THAN 1/2° FRAGA AND FEITO / architects - planners UNDERCUT - 1" SPECIFIED 3AB.02 BED LIGHT MISSING LENS AND BULBS 39.03 WINDOW WEATHERSTRIPPING OUT 3B.04 EXTERIOR DOOR #1 AND JAMB HAS FOREIGN SUBSTANCE AND PAINT WILL NOT ADHERE 12AB.00 UNITS 12A AND 12B 12A.01 CABINET SHELF BRACKET BROKEN 12A.02 BATHROOM DOOR #6 JAMB NOT CAULKED 12A.03 BATHROOM DOOR #6 KNOB NOT WORKING - WILL NOT PULL TONGUE BACK 12A.04 TOILET DOOR 07 MISSING DOOR STOP 12B.05 BATHROOM DOOR STOP NOT OUT FAR ENOUGH 12B.06 BED LIGHT LENS AND BULB MISSING 13.00 UNIT 13 13.01 DRYWALL ABOVE FRONT DOOR #1 CRACKED 13.02 WINDOW SEAL, LIVING ROOM NEEDS TO BE CAULKED 13.03 BATHROOM CEILING LIGHTS MISSING - HOLES CUT, NO FIXTURES INSTALLED 13.04 PLUMBING ESCUTCHEON NOT COVERING HOLES 13.05 NO DOOR STOP ON BATHROOM DOOR 13.06 MEDICINE CABINET NEEDS TO BE CAULKED TO WALL; MISSING ONE DOOR PULL 13.07 FLOOR TILE BROKEN AT CLOSET CO3 13.08 NO DOOR STOP OR CLOSET DOOR #11 13.09 INSTALL MIRROR 14.00 LAUNDRY ROOM 14.01 UNDER CONSTRUCTION; INSTALL VCT, PNT, INSTALL GLAZING, NOT READY FOR INSPECTION 15.00 BOILER ROOM 15.01 DOOR NEEDS TO BE PAINTED 15.02 PAINT ROOM; NOT READY FOR INSPECTION 16.00 ELECTRICAL ROOM 16.01 DOOR NEEDS TO BE PAINTED 16.02 INSTALL DOOR #3 LOUVER 4AB.00 UNIT 4A AND 4B 4A.01 EXTERIOR DOOR #1 HAS FOREIGN SUBSTANCE AND PAINT WILL NOT ADHERE 4A.02 WEST WALL, DRYWALL TAPE COMING OFF WALL 4A.03 EXTERIOR DOOR #1 DEAD BOLT NOT WORKING 4A.04 BATHROOM DOOR #6 WILL NOT CLOSE F &F FRAGA AND FEITO / architects - planners 4AB.05 TOILET DOOR #7 STOP NOT WORKING - DOOR KNOB HITTING WALL 4B.06 BATHROOM DOOR #6, INSIDE TOP, CRACKED 48.07 EXTERIOR DOOR *1 STICKING, MIDDLE HINGE SPRUNG 4B.08 VINYL BASE LOOSE AT FRONT DOOR #1 4B.09 FRONT DOOR THRESHOLD NOT SEALED 48.10 LEFT OF DESK, SHEETROCK TORN 5AB.00 UNIT 5A AND 58 5B.01 VINLY BASE AT FRONT DOOR #1 LOOSE 5B.02 DEADBOLT TONGUE NOT SECURING 5B.03 WINDOW NOT ALIGNED 5B.04 LIGHT SWITCH NEEDS FINISH ON SHEETROCK 5B.05 BATHROOM DOOR #6 STICKS AND VENEER PULLED AWAY; ONLY 1/2" UNDERCUT EVIDENT 5B.06 DOOR #1 WILL NOT CLOSE WITH LATCHSET 5B.07 TOILET DOOR #7 STOP BROKEN 5AB.08 HOLE IN PORTION LEFT SIDE OF TOILET 5AB.09 PAINT TOILET ROOM A06 5A.10 BED LIGHT LENS COVER MISSING 5A.11 FRONT DOOR #1 DENTED 5A.12 REPAINT FULL HT. 2' -4" W. SOUTH WALL FACING CLOSET (ABUTTING STUDENT DESK) POOR PAINT /PATCH CONDITION 6AB.00 UNITS 6A AND 6B 6A.01 FRONT DOOR #1 NEEDS TO BE PAINTED; INSIDE FACE SHOWS ONLY ON COAT 6A.02 DEADBOLT LOCK STICKS 6A.03 VINYL BASE MISSING SOUTH WALL; NO SEALANT EVIDENT AT BASE OF DRYWALL- REQUIRED FOR ACOUSTICAL PARTITION. 6A.04 BATHROOM DOOR #6 WILL NOT CLOSE 6AB.05 LIGHT SWITCH COVERPLAT NEEDS TO BE CAULKED 68.06 LEFT CLOSET FOLDING DOOR BROKEN 68.07 LIGHT CABINET DOOR WILL NOT CLOSE 68.08 FRONT DOOR DEAD BOLT AND LOCK PLATE MISSING SCREWS 6B.09 VENEER ON DESK LOOSE 6B.10 SECOND SHELF DESK AREA FORMICA CHIPPED 6B.11 WINDOW WEATHERSTRIPPING MISSING 7AB.00 UNITS 7A AND 78 78.01 DESK PULLED AWAY FROM DRYWALL 7B.02 CEILING LIGH FIXTURE MISSING 78.03 LIGHT SWITCH COVER PLATE LOOSE AND NEEDS TO BE STRAIGHTENED 7B.04 NAIL PROTRUDING FROM BATHROOM DOOR JAMB 78.05 DOOR *6 LESS THAN 1/8" UNDERCUT F &F FRAGA AND FEITO / architects - planners 7AB.06 TOILET DOOR HAS NO DOOR STOP 7A.07 FRONT DOOR #1 DENTED 7A.08 FRONT DOOR #1 DOES NOT CATCH BAB.00 UNITS BA AND GB 9AB.00 UNITS 9A AND 9B 8A.01 FRONT DOOR #1 DOES NOT CLOSE BA.02 DEADBOLT DOOR #1 DOESN'T WORK 8A.03 BATHROOM DOOR #6 STICKS AND LOCK BROKEN. DOOR DAMAGED ON EDGE AND 52" AFF 8B.04 LEFT CLOSET, VINYL BASE PULLED AWAY IN RIGHT HAND CORNER. 8B.05 SECOND DESK SHELF, FORMICA CRACKED 88.06 EXTERIOR DOOR #1 HAS FOREIGN SUBSTANCE AND DOOR JAMB - PAINT WILL NOT ADHERE 9B.01 FRONT DOOR #1 STICKING AT BOTTOM 98.02 LEFT CLOSET FOLDING PORTION BROKEN 9B.03 BATHROOM DOOR WILL NOT CLOSE 9B.04 STUDENT DESK FRONT PANEL WARPED; REPLACE 948.05 TOILET DOOR #8 MISSING DOOR STOP 9AB.06 TOILET DOOR #8 WILL NOT CLOSE 948.07 AT TOILET DOOR #8 JAMB FINISH GROUT AT SHOWER SIDE 94.08 FRONT DOOR #1 STICKING 94.09 FRONT DOOR #1 HAS FOREIGN SUBSTANCE ON IT AND PAINT WILL NOT ADHERE 94.10 ALIGN CABINET DOORS 1OAB.00 UNITS 10A AND 10B 10A.01 FRONT DOOR #1 HAS FOREIGN SUBSTANCE ON IT AND PAINT WILL NOT ADHER - 104.02 FRONT DOOR #1 DEADBOLT DOES NOT LINE UP 1OAB.03 BATHROOM DOOR DRYWALL NOT FINISHED TO DOOR JAMB 1048.04 DOOR #8 NEEDS TO BE PAINTED 10AB.05 TOILET DOOR #8 MISSING DOOR STOP 108.06 LEFT CLOSET PORTION DOOR COMING OFF WALL 108.07 FRONT DOOR #1 AND DOOR JAMB HAS FOREIGN SUBSTANCE AND PAINT WILL NOT ADHERE 108.08 AT STEEL COLUMN LOCATION. EAST WALL OF SLEEPING AREA. CORRECT VINYL BASE INSTALLATION, POOR. 11AB.00 UNIT 11A AND 11B 118.01 FRONT DOOR #1 HAS FOREIGN SUBSTANCE ON IT AND PAINT WILL NOT ADHERE F &F FRAGA AND FEITO / architects - planners 118.02 FRONT DOOR #1 HANDLE BROKEN; REINSTALL WEATHERSTRIPPING - POOR EXECUTION 118.03 RIGHT CLOSET PORTION DOOR DOES NOT WORK PROPERLY 118.04 BED LIGHT LENS MISSING 118.05 CEILING LIGHT MISSING 11B.06 BATHROOM DOOR #6 WILL NOT CLOSE 11B.07 BATHROOM DOOR #6 CRACKED AT TOP HINGE 118.08 CABINET DOORS WILL NOT CLOSE 11AB.09 TOILET DOOR #6 MISSING DOOR STOP 11AB.10 TOILET PAPER HOLDER LOOSE 11A.11 FRONT DOOR #1 LATCH BARELY HOLDING - GAP TOO WIDE 17AB.00 STORAGE 17AB.01 PAINT ALL WALLS 1BAB.00 STORAGE 18A.01 DOOR #14 STICKS 1BA.02 NO LIGHT SWITCH COVER PLATE 1BA.03 FOREIGN SUBSTANCE ON DOOR JAMB - PAINT WILL NOT ADHERE 1BAB.04 PAINT ALL WALLS SECOND FLOOR 20AB.00 UNITS 20A AND 20B 20A.01 WINDOW MOLDING OUT 20A.02 DESK NEEDS TO BE CAULKED 20A.03 BOTTOM SHELF OF DESK MISSING BOTH SIDE BOARDS 20A.04 A/C VENT HOLE CUT BATHROOM NEEDS TO BE SEALED 20AB.06 TOILET DOOR #6 WARPED 20AB.07 JUNCTION BOX EXPOSED IN CEILING 20AB.08 DRYWALL NOT FINISHED BEHIND TOILET 20B.09 BATHROOM DOOR #6 NEEDS TO HAVE SECOND COAT OF PAINT 20B.10 THRESHOLD NOT SEALED; ALL WITH GROUT AND SEALANT AS SPECIFIED 20B.11 BOTTOM SHELF OF DESK NEEDS SIDE BOARDS 20B.12 REST OF DESK NEEDS TO BE CAULKED 208.13 TILE AT FRONT DOOR BROKEN. LOOSE 208.14 FRONT DOOR #1 NEEDS TO BE PAINTED 21AB.00 UNITS 21A AND 21B 21B.01 FRONT DOOR #1 STICKS, WILL NOT CLOSE PROPERLY 21B.02 WINDOW OUT OF ALIGMENT 21B.03 FINISH CAULING AROUND WINDOW 218.04 SECOND DESK SHELF POORLY DONE 218.05 DESK NEEDS TO BE CAULKED F &F FRAGA AND FEITO / architects - planners 21A0.06 TOILET DOOR #6 DOES NOT CLOSE 21AB.07 TOILET DOOR #7 MISSING DOOR STOP 21AB.09 JUNCTION BOX EXPOSED IN CEILING 21AB.09 TOILET PAPER HOLDER BROKEN 21AB.10 SHOWER NOZZLE LEAKS 21A.11 DESK MEEDS CAULKING 21A.12 WINDOW WEATHERSTRIPPING OUT 22AB.00 UNITS 22A AND 228 22A.01 FRONT DOOR #1 NEEDS TO BE PAINTED 22A.02 WINDOW WEATHERSTRIPPING OUT 22A.03 DESK NEEDS TO BE CAULKED 22A.04 THRESHOLD TO BATHROOM NEEDS TO BE SEALED 22A.05 BASEBOARD UNDER CABINET AWAY FROM WALL 22AB.06 JUNCTION BOX EXPOSED IN CEILING 22AB.07 TOILET DOOR #7 MISSING DOOR STOP 22AB.08 TOILET DOOR #7 DOES NOT CLOSE 22AB.09 TOILET DOOR #7 JAMB NEEDS WHITE PAINT REMOVED 22B.10 THRESHOLD TO BATHROOM NEEDS TO SEALED 225.11 WINDOW NOT HUNG STRAIGHT 225.12 NUMEROUS FLOOR TILES LOOSE AND COMING UP 22B.13 TILE INSTALLED OVER THRESHOLD TO FRONT DOOR 22B 14 DESK NEEDS TO BE CAULKED 31AB.00 UNITS ,31A AND 31B 31A.01 FRONT DOOR MISSING DOOR KNOB 31A.02 DEADBOLT NOT LINED UP 31A.03 FRONT DOOR THRESHOLD #1 NEEDS TO BE SEALED 31A.04 DESK NEEDS TO BE CAULKED 31A.05 CLOSET VINYL BASE LOOSE 31A.06 BOTH BATHROOM DOOR JAMBS TO BE REPLACED; OUT OF PLUMB - UNACCEPTABLE; DOOR #6 CANNOT CLOSE 31AB.07 TOILET DOOR #7 WILL NOT CLOSE 31AB.08 JUNCTION BOX EXPOSED IN CEILING 31AB.09 SHEETROCK NEEDS TO BE FINISHED TO JAMB 31B.10 RED LIGHT LENS COVER MISSING 31B.11 DESK NEEDS TO BE CAULKED 32.00 UNIT 32 32.01 FRONT DOOR #1 NEEDS TO BE PAINTED 32.02 DOOR JAMB TO BEDROOM, RIGHT SIDE, WALL NEEDS TO BE FINISHED. (SAME ON INSIDE BEDROOM) 32.03 BATHROOM NO LIGHTS INSTALLED 32.04 BATHROOM INSIDE TOP DOOR JAMB NEEDS CAULKING 32.05 SHOWER TILE NEEDS GROUTING 32.06 DOOR #10 MISSING DOOR STOP F &F FRAGA AND FEITO / architects - planners 32.07 TRAP DOOR IN CLOSET NEEDS TO BE PAINTED 32.08 FLOOR TILE AT KITCHEN DOOR NEEDS TO BE FINISHED 23AB.00 UNITS 23A AND 23B 23A.01 FRONT DOOR #1 NEEDS PAINTING 23A.02 WINDOW MOLDING AND WEATHERSTRIPPING LOOSE 23A.03 DESK NEEDS TO BE CAULKED 23A.04 JUNCTION BOX, WEST WALL OPEN 23A.05 CABINET SHELVING BRACKETS MISSING 23AB.06 TOILET DOOR #7 STOP MISSING 23AB.07 JUNCTION BOX EXPOSED IN CEILING 23A8.08 DOOR JAMB LEADING TO 23B NEEDS TO BE PAINTED 23B.09 TRAP DOOR NEEDS TO BE PAINTED 23B.10 FLOOR TILE LOOSE IN CLOSET 23B.11 SECOND SHELF OF DESK - FORMICA CHIPPED 23B.12 FOREIGN SUBSTANCE ON FRONT DOOR #1 AND JAMB - PAINT WILL NOT ADHERE 23B.13 BASEBOARD BY FRONT DOOR MISSING 278.14 TILE AT FRONT DOOR THRESHOLD MISSING 24AB.00 UNITS 24A AND 248 248.01 FRONT DOOR #1 THRESHOLD FLOOR TILES MISSING 248.02 CABINET SHELF MISSING AND HOLE IN BACK RIGHT 248.03 BATHROOM DOOR HAS 6 GOUGES IN IT 248.04 VINYL BASE NEEDS TO BE FINISHED AT BATHROOM DOOR 248.05 BATHROOM THRESHOLD NEEDS TO BE SEALED 248.06 HOLE TOO LARGE FOR A/C GRILL 24A8.07 AT BATHROOM JUNCTION BOX EXPOSED IN CEILING 24A.08 FRONT DOOR #1 NEEDS TO BE PAINTED 25A8.00 UNITS 25A AND 258 254.01 WINDOW WEATHERSTRIPPING MISSING 25A.02 DESK NEEDS CAULKING 25A.03 BATHROOM THRESHOLD NEEDS CAULKING 25A8.04 AT BATHROOM JUNCTION BOX EXPOSED IN CEILING 258.05 BATHROOM THRESHOLD NEEDS TO BE SEALED 258.06 DESK NEEDS TO BE CAULKED 25B.07 FRONT DOOR #1 THRESHOLD NEEDS TO BE CAULKED 25B.08 DEADBOLT DOES NOT WORK 26AB.00 UNITS 26A AND 26B 268.01 FRONT DOOR #1 THRESHOLD TILE MISSING 26B.02 WINDOW MOLDING OUT F &F FRAGA AND FEITO / architects - planners 26B.03 DESK NEEDS TO BE CAULKED 268.04 BATHROOM THRESHOLD NEEDS TO BE SEALED 26148.05 DOOR KNOB MISSING ON TOILET DOOR #7 26AB.06 TOILET DOOR #7 MISSING DOOR STOP 26A8.07 JUNCTION BOX EXPOSED IN CEILING AT BATHROOM 26A.08 WINDOW WEATHERSTRIPPING OUT 26A.09 DOOR #1 NEEDS TO BE PAINTED 27AB.00 UNITS 27A AND 27B 27A.01 WINDOW MOLDING LOOSE 27A.02 DEADBOLT DOES NOT WORK 27A.03 BOTTOM SHELF OF DESK BROKEN 27A.04 BATHROOM THRESHOLD NEEDS TO BE SEALED 27AB.05 TOILET DOOR #7 MISSING DOOR STOP 27AB.06 ORANGE PAINT ON WALLS IN A05 & A06 27AB.07 JUNCTION BOX EXPOSED IN CEILING IN A05 27AB.08 HOLE AROUND LIGHT SWITCH COVER PLATE IN A05 27AB.09 LIGHT FIXTURE INSTALLED OVER SHOWER ROD (SAFETY ?) 27B.10 BATHROOM THRESHOLD DOOR #6 NEEDS TO BE SEALED 27B.11 DESK NEEDS TO BE CAULKED 29AB.00 UNITS 29A AND 29B 29A.01 FRONT DOOR #1 DENTED 29A.02 DEAD BOLT STICKING 29A.03 THRESHOLD TO BATHROOM NEEDS TO BE SEALED 29A.04 THRESHOLD TO BATHROOM FLOOR TILES LOOSE 29AB.05 JUNCTION BOX EXPOSED IN CEILING 29AB.06 TOILET DOOR #7 MISSING DOOR STOP 29AB.07 TOILET PAPER HOLDER BROKEN 29B.08 BATHROOM THRESHOLD NEEDS TO BE SEALED 29B.09 CHIPPED TILE AT FRONT DOOR 29B.10 WINDOW NEEDS TO BE SEALED 29B.11 DESK NEEDS TO BE CAULKED 30AB.00 UNITS 30A AND 30B 30B.01 BATHROOM THRESHOLD DOOR #6 NEEDS TO BE SEALED 30B.02 FRONT DOOR #1 THRESHOLD NEEDS TO BE SEALED 30B.03 WINDOW MOLDING OUT 308.04 DESK NEEDS TO BE CAULKED 308.05 FLOOR NOT FINISHED IN CLOSET 30B.06 BOTH BED LIGHTS MISSING 30A8.07 DOOR JAMB #7 NEEDS TO BE PAINTED 30AB.08 JUNCTION BOX EXPOSED IN CEILING 30AB.09 TOILET DOOR #7 MISSING DOOR STOP F &F FRAGA AND FEITO / architects - planners 30AB.1O HOLE IN WALL NEXT TO DOOR JAMB TO 30B 3OAB.11 TOILET ROOM LIGHT FIXTURE NEEDS TO BE CAULKED 30A.12 BATHROOM THRESHOLD NEEDS TO BE SEALED 30A.13 BOTH BED LIGHTS MISSING 30A.14 WINDOW WEATHERSTRIPPING OUT 30A.15 DENTS IN FRONT DOOR #1 FRAGA AND FEITO / architects - planners 0004 Z to 11 11111P , s16111111111•11 i rp— —1 131 ro ril 1 1 I 1 o 1 t. ::.1 ti._ act471.:) r-0•10 1 t.1.4p4Eft 4 1 / — - "IA usA 1 rirt ---t-ti r ocAP' C1.44- rl '70 fir s MS.e dT� 3 ": 841 ..Sept /1/87.2 4 �a o`�ti: Y ., PROJECT West Hall Phase . I . LOCATION • Miami Shores, Fl. CONTRACTOR • LMCC OWNER Barry University WEATHER CL TEMP. ° at °at AM PM PRESENT AT SITE J.A. RODRIGUEZ, AIA TO L. MILTON CONST.CORP. A. PEREZ THE FOLLOWING WAS NOTED 01.00 General 01.01 FIre Line Excavation, Installation & Backfill operations related to 12" Dip in process: Fire line installed & covered up to grounds bldg./ Elbow at tel.feeds at property line uncovered w /(1) 45° elbow missing /stub out for meter in place, water meter not installed. 01.02 Trees in place: some along South side not in exact location, especially towards east end. Some Mahoganies not in place correctly, Royal Palms out of triangulation as per plan. Some relocations due to FPL easement. 01.03 50% of Railings in place 01.04 Exterior painting complete w/ exception of touch - up;could not determine if second coat completed. 01.05 Sealant in place at window units 21.06 Ext. doors do not have closure plates @ top & bottom as per specs & section 08100 and approved fire door submittal 08100.3 PG 6. 01.07 Check thersholds @ typ. unit "B" against approved submittal for hardware Div.8 Requires sweep strip none evident. Perimeter weatherstripping @ head & jamb conditions not in place; silencers missing see hardware submittal 08700.25 01.08 Touch up paint on most interiors of units incomplete. COPIES TO T.Czerniec, J.Rillmeyer F..Lubien FORM 241-2 Available from �� Inc. Groton. Mail. 01450 HE FOLLOWING WAS NOTED 01.09 Top shelf unit, vertical closure edge not finished 01.10 Unit #'s missing see drwgs & div. 10440 01.11 No pull string visible @ J. Box for tel & CCTV. 01.12 Closers at exterior doors require adjustment; not closing 01.13 Clean V.C.T. floors, vinyl base in place 01.14 LT. FIXT. not installed at students desk imcomplete. =OPIES TO ORM 241.3 Ma.$5* hoot ;VWAT NC. Gram% was 01150 01.15 Cove LT. not installed at vanity 01.16 Smoke detectors not installed, emergency_ etc. fire horns fire stations in place- see elect. report to follow. 01.17 Bathroom ceilings to be installed. 01.18 Closet folding doors not installed 01.19 Clothes shelf & rod missing at closets 01.20 Vinyl bases loose at entry door condition at return. 01.21 Door hardware in place (locking devices) first floor only. Other hardware components missing 01.22 VCT installation in progress second floor. - 01.23 Storage 33, fire rated shaft assembly at exhaust pipes not installed see plans 01.24 CCTV stub out pipes terminated second floor to ground floor electrical room 01.25 Exhaust louvers at south & west elevators not installed see section 10200 TIDE L REP CEllr SJGNED A, LOCATION • CONTRACTOR • OWNER ., WEATHER T E MP • o at ° at , AM PM PRESENT AT SITE J.A. RODRIGUEZ • HE FOLLOWING WAS NOTED 01.09 Top shelf unit, vertical closure edge not finished 01.10 Unit #'s missing see drwgs & div. 10440 01.11 No pull string visible @ J. Box for tel & CCTV. 01.12 Closers at exterior doors require adjustment; not closing 01.13 Clean V.C.T. floors, vinyl base in place 01.14 LT. FIXT. not installed at students desk imcomplete. =OPIES TO ORM 241.3 Ma.$5* hoot ;VWAT NC. Gram% was 01150 01.15 Cove LT. not installed at vanity 01.16 Smoke detectors not installed, emergency_ etc. fire horns fire stations in place- see elect. report to follow. 01.17 Bathroom ceilings to be installed. 01.18 Closet folding doors not installed 01.19 Clothes shelf & rod missing at closets 01.20 Vinyl bases loose at entry door condition at return. 01.21 Door hardware in place (locking devices) first floor only. Other hardware components missing 01.22 VCT installation in progress second floor. - 01.23 Storage 33, fire rated shaft assembly at exhaust pipes not installed see plans 01.24 CCTV stub out pipes terminated second floor to ground floor electrical room 01.25 Exhaust louvers at south & west elevators not installed see section 10200 TIDE L REP CEllr SJGNED HE FOLLOWING WAS NOTED 02.00 Unit IA /IB 02.01 Align dresser overhead cab. 02.02 Students desk not installed on 1B 03.00 Unit 2A /2B 03.01 Bathroom w/c door jambed 03.02 Door jamb to 2A w /silencers, 2B w /out 03.03 Student desk missing on 2B 04.00 Laundry 04.01 IIM Frame installed, glazing incomplete; installatio r e l nrata� as p arrh_ingt, 04.02 Painting not done 05.00 Unit 13 05.01 Kitchen LT. fixt. at bath & Closet missing 05.02 Bifold door @ a/c not installed 06.00 Unit 4A /4B 06.01 Entrance door to 4B sticks @ head, PNT is scraped with door rusting. 07.00 Other units not inspected As typical notes & above notation apply. ;OPIES TO LD REPO RT tOCATIOK CONTRACTOR OWNER WEATHER MAP. ° at ° at AM PM PRESENT AT SITE HE FOLLOWING WAS NOTED 02.00 Unit IA /IB 02.01 Align dresser overhead cab. 02.02 Students desk not installed on 1B 03.00 Unit 2A /2B 03.01 Bathroom w/c door jambed 03.02 Door jamb to 2A w /silencers, 2B w /out 03.03 Student desk missing on 2B 04.00 Laundry 04.01 IIM Frame installed, glazing incomplete; installatio r e l nrata� as p arrh_ingt, 04.02 Painting not done 05.00 Unit 13 05.01 Kitchen LT. fixt. at bath & Closet missing 05.02 Bifold door @ a/c not installed 06.00 Unit 4A /4B 06.01 Entrance door to 4B sticks @ head, PNT is scraped with door rusting. 07.00 Other units not inspected As typical notes & above notation apply. ;OPIES TO LD REPO RT FRAGA AND FEITO / architects • ' !antlers TO 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 -6248 L. MILTON CONSTRUCTION ATTN.: ARMANDO PEREZ HE FOLLOWING 1:.S N TL: 1.0 NOTIFIED CONSTRUCTION PERSONNEL DRYWALL STUD WORK AT LIVING AREA FOR ALL UNITS WAS INCORRECT AS INSTALLED AT GROUND FLOOR. STUDS AT BACK OF PARTITION SEPARATING SLEEPING AREA FROM LIVING AREA WAS EXTENDED TO UNDERSIDE OF SLAB. AS INDICATED ON SECTION #3/A4 AND ELEVATION #9/A4, TOP OF SHELF UNIT IS 6' -0" ABOVE FINISH FLOOR. SEE DETAILS 1/A5 AND #3/A5 FOR FRAMING DETAILS. NOTIFIED ARMANDO PEREZ SAME DATE OF PROBLEMS ENCOUNTERED. WORK MUST BE CORRECTED TO CONDITION AS INDICATED ON CONTRACT DOCUMENTS. 2.0 STUD PARTITION CONTRACTOR WAS IN PROCESS OF INSTALLING A HEAD CHANNEL IN FORNT OF STUDENT DESK MISTAKENLY ASSUMING LOCATION WAS INTENDED FOR FOLDING PARTITIONS. INSTRUCTIONS WERE ISSUED AT JOB SITE WORK WAS INCORRECT AS IT WAS LAID OUT. 3.0 OWNER REPORTS CONDUIT SERVING PERIMETER PARKING LIGHTS AT CLASSROOM BUILDING WERE SEVERED BY PAVING CONTRACTOR. SAID ELECTRICAL FEED MUST BE PROMPTLY RESTORED AS IT APPEARS CUT HAS DISCONNECTED THE ENTIRE NORTHEAST CORNER OF THE CAMPUS' PARKING LIGHTS. THE CONTRACTOR'S PROMPT RESPONSE TO THIS ITEM IS REQUESTED. 4.0. WORK PROGRESSING ON INTERIOR LAYOUT OF GROUND FLOOR: METAL STUD PARTITIONS IN PLACE (SUBJECT TO CORRECTION OF ITEMS 01 AND 02); A/C UNITS INSTALLED, CHILLER LINES UP TO UNIT (NOT CONNECTED); CONDENSATE LINES IN:PLACE (NOT CONNECTED TO UNITS) ; DUCTWORK __._ • NOT IN PLACE; EXTERIOR METAL INSTALLED GROUND FLOOR, APPROX. 50% ON SECOND FLOQR.._;_WQQD TRUSSES HAVE NOT ARRIVED, NO OTHER PROGRESS ON SECOND FLOOR DUE TO APPARENT DELAY IN DELIVERY OF SAME. CLASSROOM BUILDING REPORT: FILL AND COMPACTION COMPLETEDL MASONRY UP TO UNDERSIDE OF PERIMETER TIE BEAM COPIES TO T. CZERNIEC; C. CURRIER 8 ASSOC. F. LUBIEN I'_w1 7B••i AV.l'.p:! • ••P 1t 0 • • ^K. ;pr Mev. C'4 , DATE JULY 16, 1987 .10/ r w y . 'P 3T- ^el 8616. co': -' ,'- PROJECT - . ..: • WEST HALL PHASE 1 • LOCATION MIAMI SHORES, FL. CONTRACTOR LMCC OWNER BARRY UNIVERSITY • WEATHER CLDY. TEMP. 0 e o AM PM PRESENT AT SITE J. A. RODRIGUEZ, AIA J. KILLMEYER FRAGA AND FEITO / architects • ' !antlers TO 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 -6248 L. MILTON CONSTRUCTION ATTN.: ARMANDO PEREZ HE FOLLOWING 1:.S N TL: 1.0 NOTIFIED CONSTRUCTION PERSONNEL DRYWALL STUD WORK AT LIVING AREA FOR ALL UNITS WAS INCORRECT AS INSTALLED AT GROUND FLOOR. STUDS AT BACK OF PARTITION SEPARATING SLEEPING AREA FROM LIVING AREA WAS EXTENDED TO UNDERSIDE OF SLAB. AS INDICATED ON SECTION #3/A4 AND ELEVATION #9/A4, TOP OF SHELF UNIT IS 6' -0" ABOVE FINISH FLOOR. SEE DETAILS 1/A5 AND #3/A5 FOR FRAMING DETAILS. NOTIFIED ARMANDO PEREZ SAME DATE OF PROBLEMS ENCOUNTERED. WORK MUST BE CORRECTED TO CONDITION AS INDICATED ON CONTRACT DOCUMENTS. 2.0 STUD PARTITION CONTRACTOR WAS IN PROCESS OF INSTALLING A HEAD CHANNEL IN FORNT OF STUDENT DESK MISTAKENLY ASSUMING LOCATION WAS INTENDED FOR FOLDING PARTITIONS. INSTRUCTIONS WERE ISSUED AT JOB SITE WORK WAS INCORRECT AS IT WAS LAID OUT. 3.0 OWNER REPORTS CONDUIT SERVING PERIMETER PARKING LIGHTS AT CLASSROOM BUILDING WERE SEVERED BY PAVING CONTRACTOR. SAID ELECTRICAL FEED MUST BE PROMPTLY RESTORED AS IT APPEARS CUT HAS DISCONNECTED THE ENTIRE NORTHEAST CORNER OF THE CAMPUS' PARKING LIGHTS. THE CONTRACTOR'S PROMPT RESPONSE TO THIS ITEM IS REQUESTED. 4.0. WORK PROGRESSING ON INTERIOR LAYOUT OF GROUND FLOOR: METAL STUD PARTITIONS IN PLACE (SUBJECT TO CORRECTION OF ITEMS 01 AND 02); A/C UNITS INSTALLED, CHILLER LINES UP TO UNIT (NOT CONNECTED); CONDENSATE LINES IN:PLACE (NOT CONNECTED TO UNITS) ; DUCTWORK __._ • NOT IN PLACE; EXTERIOR METAL INSTALLED GROUND FLOOR, APPROX. 50% ON SECOND FLOQR.._;_WQQD TRUSSES HAVE NOT ARRIVED, NO OTHER PROGRESS ON SECOND FLOOR DUE TO APPARENT DELAY IN DELIVERY OF SAME. CLASSROOM BUILDING REPORT: FILL AND COMPACTION COMPLETEDL MASONRY UP TO UNDERSIDE OF PERIMETER TIE BEAM COPIES TO T. CZERNIEC; C. CURRIER 8 ASSOC. F. LUBIEN I'_w1 7B••i AV.l'.p:! • ••P 1t 0 • • ^K. ;pr Mev. C'4 , - 6W o.dO 5 i. !; * DATE JULY 16, 194111 JOQi 8630.00 PROJECT - WEST HALL PHASE I LOCATION MIAMI SHORES, FL. CONTRACTOR • LMCC OWNER BARRY UNIVERSITY ' WEATHER CLDY. TEMP. Oat oatl : AM PM PRESENT AT SITE J. A. RODRIGUEZ, AIA • J. KILLMEYER F. LUBIEN SIGNED �e. TO (pap FRAGA AND FEITO / architects - tanners ; CRtM 24t -2 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 -6248 L. MILTON CONSTRUCTION ATTN.: ARMANDO PEREZ 1.0 NOTIFIED CONSTRUCTION PERSONNEL DRYWALL STUD WORK AT LIVING AREA FOR ALL UNITS WAS INCORRECT AS INSTALLED AT GROUND FLOOR. STUDS AT BACK OF PARTITION SEPARATING SLEEPING AREA FROM LIVING AREA WAS EXTENDED TO UNDERSIDE OF SLAB. AS INDICATED ON SECTION #3/A4 AND ELEVATION #9/A4, TOP OF SHELF UNIT IS 6' -0" ABOVE FINISH FLOOR. SEE DETAILS 1/A5 AND #3/A5 FOR FRAMING DETAILS. NOTIFIED ARMANDO PEREZ SAME DATE OF PROBLEMS ENCOUNTERED. WORK MUST BE CORRECTED TO CONDITION AS INDICATED ON CONTRACT DOCUMENTS. 2.0 STUD PARTITION CONTRACTOR WAS IN PROCESS OF !INSTALLING A HEAD CHANNEL IN FORNT OF STUDENT DESK MISTAKENLY ASSUMING LOCATION WAS INTENDED FOR FOLDING PARTITIONS. INSTRUCTIONS WERE ISSUED AT JOB SITE WORK WAS INCORRECT AS IT WAS LAID OUT. 3.0 OWNER REPORTS CONDUIT SERVING PERIMETER PARKING LIGHTS AT CLASSROOM BUILDING WERE SEVERED BY PAVING CONTRACTOR. SAID ELECTRICAL FEED MUST BE PROMPTLY RESTORED AS IT APPEARS CUT HAS DISCONNECTED THE ENTIRE NORTHEAST CORNER OF THE CAMPUS' PARKING LIGHTS. THE CONTRACTOR'S PROMPT RESPONSE TO THIS ITEM IS REQUESTED. 4.0 WORK PROGRESSING ON INTERIOR LAYOUT OF GROUND FLOOR: METAL STUD PARTITIONS IN PLACE (SUBJECT TO CORRECTION OF ITEMS 01 AND 02); A/C UNITS INSTALLED, CHILLER LINES UP __ ^ - -.- TO UNIT .,(NOT CONNECTED); CONDENSATE LINES IN:PLACE (NOT CONNECTED TO UNITS) ; DUCTWORK NOT _.INPLACE; EXTERIOR METAL FRAMES INSTALLED GROUND FLOOR, APPROX. 50% ON SECOND FLOOR.1_WOOD TRUSSES HAVE NOT ARRIVED- NO OTHER PROGRESS ON SECOND FLOOR DUE TO APPARENT DELAY IN DELIVERY OF SAME. CLASSROOM BUILDING REPORT: FILL AND COMPACTION COMPLETED• MASONRY UP TO UNDERSIDE OF PERIMETER TIE BEAM COPIES TO T. CZERNIEC; C. CURRIER & ASSOC. 1 DATE I JOB NO. . June 18, . .. ! 8630.00 ?RCJECT WEST HALL / PHASE I :.3C.A Miami Shores, Florida '4.4 f •7AcT :R i :4JNER LMCC 'BARRY UNIVERSITY Clear - :: 12:30 =1 FRAGA AND FEITO / architects - •fanners 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444.6248 L. MILTON CONSTRUCTION CORP. Att.: A. Perez Report on job site visit of June 12, 1987 1.0 Masonry wall reinforcement as indicated on Drawing S7, General Note #6, missing on all ground floor walls. Contractor was instructed to provide and install on all stucco surface openings and /or corners fiber mesh stucco reinforcement a minimum of 8 inches from the edge or corner and /or opening wrapping same on both sides of corner. At Contractor's option, entire wall may be covered with mesh to avoid labor in cutting desired strips. Structural Engineer of Record assures this deletion will not represent a structural problem. However, the deletion will invariably result in unacceptable cracking of stucco surfaces. Contractor is advised to make sure specified reinforcement is installed in accordance with Contract Documents on the second floor. 2.0 On the North Stair wall, east stair, first vertical rebar on the lowest section was missing. Contractor instructed to provide same in accordance with plans. Other locations found acceptable. / / / / //L A S T ITEM T H I S R E P O R T/////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// T. Czerniec /BU; G. Santiago /S &A COPIES TO F. Lubien /Miami Shores By: J. A. Rodriguez, AIA 24'14 hv zOble fro /4'4 con Mass. 01450 J. A. Rodriguez, AIA SIGNED Tr ir FRAGA AND FEITO / architects - • tanners 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 -6248 L. MILTON CONSTRUCTION CORP. Attn.: A. Perez June 09, As 8630.00 o 1 WEST HALL PHASE I Miami Shores, Florida 4 i LMCC 'BARRY UNIVERSITY i AM i Clear 89 -- 3:30 p x J. A. Rodriguez, AIA R i Andres Gonzalez / LMCC Construction fence in place from Exist. Pump Station to Tennis Court; West & South still to be enclosed; Contractor notified of contract requirements on this point. *Fill complete; Site Drainage installation complete; Catch basins in place. *Masonry walls up to underside of tie beam location for first floor; steel reinforcement for perimeter beam at job site; in process of installation. *Steel columns at job site; not installed. *Contractor informed us work on structure began 26 May, 1987, upon completion and acceptance of field compaction. *Noted some minor misalignment on masonry work at north wall. *Contractor informed us plumbing rough -in had passed mechanical inspection by Miami Shores. *Architect to update plans and forward three copies to field regarding relocated smoke detector locations as per permit drawings approved by County and Village. *Structural Engineer's Report to follow under separate cover / / /// LAS T ITEM T H I S R E P O R T////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// T. Czerniec /BU; F. Lubien /Miami Shores File 8630.00.51 By: J.A. Rodriguez, AIA DATE ff JOB NO. r7--106 - PROJECT QV U. aess1z404 4 swak LOCAflON CONTRACTOR 1.0 • M ( MO at677 OWNER aZinM 0 I TEMP ° at AM ft ° at 44 02 iVI WEATHER 0.60X- PRESENT AT SITE fixis_6zarmgm____ ......... _ _ TO Ade SANTIAGO & ASSOATES, ENGINEERS, INC. 6850 Coral Way, Suite 300 MIAMI, FL. 33155 (305) 662-5740 THE FOLLOWING WAS NOTED: 6 wewev tw2A.3 c wi £c raYraxos krt74 4ax0, Cetu7mcrept kA Fkwha izmunfiwea ritton__swoR aeOfizelres 7MT _ &FA) azweaven_ 0( 002,08 4-creet4(1 7 _AfireitreP _11466744 /A) AtotLic- 12AiAllitagg TAW 12F62111/14f0i Ak Mixis roc.° Dio5G6 cmce,_ ea. (0.0 4-mictircremot jipoicis _ _gag Loortiew) ,7--&-Iiibaur-extioir6 di= 4zeup )4-/kraze2'1u./ 41-c N_tot4- - 77P-( Zb izritoo) - 200tut) 73 huspcur tofrer /5 /477 ReerY VrFri 70c..ox1J7p _koz TO SANTIAGO & ASSOATES, ENGINEERS, INC. 6850 Coral Way, Suite 300 MIAMI. FL 33155 191-Acoaer (305) 662-5740 THE FOLLOWING WAS NOTED: _ 1th 07//cretz- Rect5P7gis kryterro COPIES TO ___OATMCZat- DATE JOB NO. pROJECT /f7 87—Afx 'We( a Clidogewi reoeuas CONTRACTOR L. Miw) &AT. WEATHER PRESENT AT SITE so& auzeurz- -7-Au7 "lbw 5oPPot7 77zot --t7dIf_71)12___73575L__ALTfie- _ 77a0-7701 tr 7t) pis ut6 7th5e7' /2e)90* AQ /t- - air W4 7-01.4 To pourif TN& loceroA) grartieet- Mst4 OWNER ziratiif a TEMP. ° at /0 14- °at -4130 TM EPeTk,`,.' inr4161-f SIGNED — TO ..,. f ° ` SANTIAGO & ASSc, TES, F ENGINEERS, �rh.. 6850 Coral Way, Suite 300 MIAMI, FL 33155 (305) 662 -5740 THE FOLLOWING WAS NOTED: 1)0__0774:tif2. 6 tt 046 P071 DATE d'As/a 7 PROJECT CONTRACTOR PRESENT AT SITE lJ� • (15MS GW w 0 . Gtissgrten v� LOCATION L. MLL OL) WEATHER eti TIM JOB NO r) -tae. OWNER bitsit.pf v, TEMP. at � ° at CWI"et6A -_ Tac0.. - / D° d't x 4N- o "6i77Df4 i 6 -_ _57 4-- spud /NOT aver A- Cd t uM O Cg- Coal? 41/0 A M I' TO SANTIAGO & ASSC 4 0 TES, ENGINEERS, Wu. 6850 Coral Way, Suite 300 MIAMI, FL 33155 (305) 662-5740 IR 1 Ne Pr THE FOLLOWING WAS NOTED: - CeirarD juTspoli, 6120 04 FLOILS_LAse TVA 111511et_3_01_414 CaErLACtell■ ati5 to A90 rwo ofor g __.5ferraws_or_NIDIAM__ A axe ., - !JO_ _arkett- ece-8777NS /MEV. DATE " L JOE paw cc, tY I Siff NO. n - 106 L LA LOVALtrasaat-Msatuo: CONTRACTOR L4 PAM WEATHER COWL PRESENT AT SITE R i g10 OWNER 13w a TEMP. a at AM eat4:15 TO SANTIAGO & ASSO,TES, ENGINEERS, INC. 6850 Coral Way, Suite 300 MINA FL 33155 THE FOLLOWING WAS NOTED viii 80-ot Film sizr_ akas entriL, Cun No1 ridov 7"o _Gastle. re*G-ritme- To --7 Sc S& a/a-gal-Y _ P kr cam- srey Av5- Ivbr 4 sr-OT aht- Secnxis ao LLD 7b Iwimr 07DP Aegs • lusix APARrocArr omo$g 5'1i25 TIegatf. 5oFigeigoo 7.us/aT taa_ -- ltN01 2 410 s'er• hof 4 (4x e9F5t.ek/ PcidEPPOvS 1 to7 COPIES TO - - Aita0 03 IMMO Ate. PRESENT AT SITE TEMP. 1 PRESENT AT SITE • . „ ; 2 JOB NO. 48 7 10 C cW la OPIO 0465 rkal4 re/SO ffo &C CONTRACTOR NitAU( tg WEATHER eteri --12fr-dUga—`a) coScAm 5eatio FidDx- 5c4) C 102 gebtr 5UL- PDT CCM F46 td6 biza- Reit-nal fit) 2iGots2, OWNER 1 317111 r ° at ipda, qt. Oat TEMP. PM N.1,....-", DATE 6/zahp 1 JOH NO. 7-IO(o . I 1 PROJECT LOCATION CONTRACTOR I- i Mitzni) anr; OWNER a WEATHER 41254247 TEMP. - * ° at ° at AM PRESENT AT SITE - P...efri 06 1 1 TO (305) 662-5740 1 a+zr-th NarretTs THE FOLLOWING WAS NOTED ----- accracpbfi 5 pal 1 5 0 , Azi'Llez cep33 Speg-7799 Pia-4c* Sp/2g e ItAx2741_ _ 00112_, .ivr-t5 2 ro 3 1 6/6 vaz KL HtE ,55ratf5 _VttF_Morz._ 6 ?Er5 7 779.45-7 vzytu7 aock67 15- Feae-m,f5x) Thar-6 s •73 RzargYT vDbor COPIES TO _J126 fivagetto__7241%_cid _ v_ oar_ 1:26.0FEezelk gpapap.....100. '/AiP SIGNED at17145 7n1M144114,E DATE /7/37 JOB NO. X7-10,6 oxen ; Pao EcT 0- Caspottsi, LOCATION TRACTO ., /y1 1LTt o Caus7% OWNER � y C,UJi WEATHER 0V Ufr7 TEM. O at pJ t 'Ay, . u ° at '-,- PRESENT AT SITE a 1 TO . SANTIAGO & ASSTES, ENGINEERS, INC. 6850 Coral Way, Suite 300 MIAMI, FL 33155 (305) 662-5740 'Polar* #Ferto_Aativrerts THE FOLLOWING WAS NOTED: oOL- 45 ucfrutor Th -7 - o &' - &a i o aP gm & O ,esJics 11/4) ODIC- P/�6 - 0ss matt__ std - /F m7,7) 9ovE 7'r t-' /0a z'v - pcc'llzus ,O 2 SANTIAGO & ASS( 'TES, , ENGINEERS, 6, 6850 Coral Way, Suite 300 MIAMI, FL 33155 (305) 662-5740 TO THE FOLLOWING WAS NOTED enzto (12n teropi_RALCIge - Sois v 3)Hs cam Airssiao T735 776 unt_ 771-6 OpEos, _____cavnurstAt _cos row To 400 77J04 6g2v7EP Crste-5 P/29 Nor MAC- aseiu 0073 frribto - - - - rim= or to% 0.) riier 7 £c/_g7 t _W/U-ao TA5 4/P7 iebt0A) )7.257i'7tk 764102444) 1211_ ALSPecrgi c;IGNF.n - SANTIAGO & ASSL;ATES, ENGINEERS, INC. 6850 Coral Way, Suite 300 ' MIAMI, FL. 33155 TO THE FOLLOWING WAS NOTED: _ _40014- 11.45_ 4040_770_ _ /4_04c-5 __h3b_e_._F_t.caa___ Mkr-5 23150-46s/ex. dG7 zete- 01,670hoo,5 _Wry_er1-0 - -1 2 - 454 ablz-e-of& au-rim UDQ5 Ukr- jilt azioa tem -ro ft LL Suacr._ _CPU, Uwe- PePeessitios _ 1 /Loci agilikaML. - a) .top cayusm mis 'PP 07146%.- `iculsPrimus Perrepi - LX/N@ ( 121 - - - PRESENT AT SITE IIQIE SIGNED 1 v DATE fif , lit 4 JOB HO. . .,.' ,. 3 7 . 1 °6 ' *taw OJECT 0 I CiAsSgoowt Lett.' CONTRACTOR 1,.. lAttloo CatiV." OWN R U. WEATHER MIA ir, TEMP. ° at AM 86 ° at (fl 0 a& PRESENT AT SITE 6 4414 S THE FOLLOWING WAS NOTED _Abscearg___sivrewaoc__suzos Porto wo, (El:mos 7_1 Titaalis9 taps _ S_TTLC. 1- To D5 padeco 1 90--kr 413 RIM/J(0_ 1i- 1=o tveus _FM toatc- A /A) 7B6- 517a _ _ fArr toit kor yer /4) Pone. 0771671. ilarraPpos i toTrze 'JO 2 Pin JOB NO PROJECT Votallg 0 Citscerubm Afrw) LOCATION CONTRACTOR L ,mtubcaf.sT. 13euv.( U , TEMP ° at Cr; a alio ° at PM WEATHER atrot, PRESENT AT SITE &M 1 1 • 1 mi._ .0. SANTIAGO & ASSOosnThS, ,I "A ENGINEERS, INC. 6850 Coral Way, Suite 300 4 P MIAMI, FL 33155 TO THE FOLLOWING WAS NOTED 7grturs0 73aRs_Vtg e "Ltigettc avtla- LAtagt thivOixi_Cl WAD Tee arraitA 'greet- Teo titO . Mac WILL kl) O. . 2#5 9,07TOM I l e /aSOVO 5rrerom or_Sesionl C169-1- r4 Vrre _ _13_etirrIC ARA214 tWT17 M07" 96 efba&P k 77413 704E._ aziristeom (305) 662-5740 F6trt Atrairreras WINGERTIR LABORATORIES, INC. Laboratory and Inspection Service 1820 NE 144th Street North Miami, FL 33181 REVISED REPORT: Corrected order # as of 8 -29 -98 (Formerly order #15280.10 (557) Required Strength: 3000 Psi in 28 TRUCK TICKET INFORMATION Conc. supplier: Ticket No.: Mix Codes Plant: Time Batched: Code Strength: Truck No.: Batch Sires Central N 00490 NF Opa Locka 9:13 Air 3000 PSI 75 10 CY Lab Sample Cyl. No. No. Dia. 35808 6 6.0 28.27 26.8 35809 7 6.0 28.27 26.5 35810 8 35811 9 35812 10 REMARKS: All field and laboratory tests and sample curing performed In accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and /or mix code strength unless denoted with an asterisk. Cylinders are 6" x 12", unless otherwise Indicated. COPIES ISSUSED TO: 1 - L. Milton Construction 2 - F & F Architect 1 - Miami Shores Building & Zoing 2 - Invoice COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS 8 -20 -87 sc 8 -21 -87 sc CLIENT: L. Milton Construction REPORT NO.: 2 A CONTRACTOR: L. Milton Construction ORDER NO.: 15280.12 (537) PROJECT: Barry University - West Hall I BUILDING PERMIT NO.: PROJECT LOCATION: N.E. 111th St. & North Miami Ave.. Miami Shores. Fl INFORMATION FURNISHED BY CLIENT: days per A. Gonzales Pour Location: FIELD TEST AND DATA Technician: R. Gates Field Mark: RG 37 Time Sampled: 10:25 Batch Time: 1 Hour 12 mins Slump: 5.00" Air, Percents - Conc. Temp.: - Air Temp.: - LABORATORY TEST DATA Area Weight Date Date (So.In.) ( Lbs) Made Tested 8 -14 -87 8 -18 -87 8 -14 -87 8 -21 -87 Classroom building ground floor SW room -cent Unit Weight: Yield: Cubic Yd. Sampled: No. Cyls. Made: Weather: Water Added: Age /Type of (Days) Break 4 7 elix A, he:q C C #A =Cone B =Cone & Split C =Cone & Shear D =Shear E= columnar 3 5 - — Cloudy Total Compressive Load (P) . Strength(PSI) 88,000 3,113 92,000 3,254 Respectfully submitted, WINGERTER _ ABORATO r 5, INC. ro- Guerrero, . Florida Reg,i : ration No.34473 The original of this report was signed and sealed by the above registered engineer in accordance with Rule2lH- 18.11,Ch. 471,FL.Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the conficleraial property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written annrnvaI. \ \ � ix RNGHO 46 WINGERTER L BOR ORI d► ,1 C. Laboratory and Inspection Service 1820 NE 144th Street North Miami, FL 33181 REVISED REPORT: Corrected order # as of 8 -28 -87 (formerly order #15280.10 (537) Required Strength: 3000 Psi In 28 TRUCK TICKET RIFORMATION Conc. suppliers Ticket No.: Mix Code: Plant: Time Batched: Code Strength: Truck No.: Batch Size: Lab s . � 35803 35804 35805 35806 35807 Central C -10402 NF South Miami 6:59 AM 3000 PSI 82 10 CY Sample Cyl. Area No. Dia. (Sq. In.) 1 6.0" 28.27 2 6.0" 28.27 3 4 5 COPIES ISSUSED TO: 1 - L. Milton Construction 2 - F b F Architect 1 - Miami Shores Building & Zoing 2 - Invoice COMPR CLIENT: L. Milton Construction REPORT NO.: 1 A CONTRACTOR: L. Milton Construction ORDER NO.s 15280.12, , (537) PROJECT: Barry University - West Hall I BUILDING PERMIT NO.: PROJECT LOCATION: N.E. 111th St. & North Miami Ave.. Miami Shores_ Fl INFORMATION FURNISHED BY CLIENT: days per Andras Gonzales Pour Locations Classroom building ground floor room 04- center of room FIELD TEST AND DATA Technician: Field Mark: Time Sampled: Batch Time: Slumps Air, Percent: Conc. Temp.: Air Temp.: R. Gates RG 36 8:10 AM 1 Hour 11 mins 6.25" CONCR LABORATORY TEST DATA Weight Date Date (Lbs_ M ade Tested 26.8 8 -14 -87 8 -18 -87 26.9 8 -14 -87 8 -21 -87 REMARKS: NOTE EXCESSIVE SLUMP All field and laboratory tests and sample curing performed in accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and/or mix code strength unless denoted with an asterisk. Cylinders are 6" x 12", unless otherwise Indicated. Unit Weight: Yield: Cubic Yd. Sampled: No. Cyls. Mader Weather: Water Added: Age 'Type of (Days) , Break 4 C 7 C D 8 -20 -87 sc 8 -21 -87 sc DA -Cone B =Cone & Split C =Cone & Shear D=Shear = Columnar Respectfully sub fitted, WINGERTEI& aRRAT e , 8 5 — Cloudy 2 gals after test Total Compressive Load (P) Strength(PSI) 71,000 2,511 76,000 2,688 INC. elix A. l'egi _ ro- Guerrero. . Florida Reg' ration No.34473 The original of this report was signed and sealed by the above registered engineer in accordance with Ru1e21H- 1S.11,Ch. 471,FL.Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written WINGERTTR LABORATORI'. ,1 C. Laboratory and Inspection Service 1820 NE 144th Street North Miami, FL 33181 Required Strength: 3000 Psi in 28 TRUCK TICKET INFORMATION Conc. supplier: Ticket No.: Mix Code: Plant: Time Batched: Code Strengths Truck No.: Batch Slze: Central N 00490 NF Opa Locka 9:13 APB 3000 PSI 75 10 CY Lab Sample Cyl. No. No. Dia. 35808 6 6.0 35809 7 6.0 35810 8 35811 9 35812 10 REMARKS: All field and laboratory tests and sample curing performed in accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and /or mix code strength unless denoted with an asterisk. Cylinders are 6" x 12", unless otherwise Indicated. COPIES ISSUSED TO: 1 - L. Milton Construction 2 - F & F Architect 1 - Miami Shores Building & Zoing 2 - Invoice Area (Sq. In.) 28.27 28.27 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS 8 -20 -87 sc 8- 212 A sc CLIENT: L. Milton Construction REPORT NO.: CONTRACTOR: L. Milton Construction ORDER NMI 15280.10 (537) PROJECT: Barry University - West Hall I BUILDING PERMIT NO.: PROJECT LOCATION: N.E. 111th St. & North Miami Ave.. Miami Shnrps. FI INFORMATION FURNISHED BY CLIENT: days per A. Gonzales Pour Location: Classroom building ground floor SW room - cent FIELD TEST AND DATA Technician: R. Gates Field Mark: RG 37 Time Sampled: 10:25 Batch Time: 1 Hour 12 mins Slump: 5.00 Air, Percent: - Conc. Temp.s - Air Temp.: - LABORATORY TEST DATA Weight Date Date Age ( Lbs) Made Tested (Days) 26.E 8 -14 -87 8 -18 -87 4 26.5 8 -14 -87 8 -21 -87 7 Unit Weight: Yield: Cubic Yd. Sampled: No. Cyls. Made: Weather: Water Added: bA =Cone B =Cone & Split C =Cone & Shear 1)- Smear Er-Columnar 3 _ 5 - — Cloudy (Type of Total Break Load (P) C 88,000 C 92,000 Respectfully submitted, WINGERTER ABORATO ES, INC. elix A. Peg* ; ro- Guerrero, .E. Florida Regi . ration No.34473 Compressive Strength(PSI) 3,113 3,254 The original of this report was signed and sealed by the above registered engineer in accordance with Ruie21H i8.11,Ch. 471,FL.Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written aonroval. ∎ e WINGER1%R LABORATORI d►,1 C. Laboratory and Inspection Service 1820 NE 144th Street North MIamI, FL 33181 Required Strengths 3000 Ni in 28 TRUCK TICKET INFORMATION Conc. suppliers Ticket No.: Mix Code: Plant: Time Batched: Code Strengths Truck No.: Batch Sizes Central C -10402 NF South Miami 6:59 AM 3000 PSI 82 10 CY Lab Sample Cyl. No. No. Dia. 35803 1 6.0" 28.27 35804 2 6.0" 28.27 35805 3 35806 4 35807 5 COPIES ISSUSED TO: 1 - L. Milton Construction 2 - F & F Architect 1 - Miami Shores Building & Zoing 2 - Invoice OMPR IY REPORT NO.s ORDER NO.: BUILDING PERMIT NO.: PROJECT LOCATION: N.E. 111th St. & North Miami Ave.. Miami Shores. CLIENT: CONTRACTOR: PROJECT: R NG H OF ONCR L. Milton Construction L. Milton Construction Barry University- West Hall I REMARKS: NOTE EXCESSIVE SLUMP All field and laboratory tests and sample curing performed In accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and /or mix code strength unless denoted with an asterisk. Cylinders are 6" x 12", unless otherwise indicated. 8 -20 -87 sc 8 -21 -87 sc 1A 15280.10 (537) INFORMATION FURNISHED BY CLIENT: days per Andras Gonzales Pour Location: Classroom building ground floor FIELD TEST AND DATA room 04- center of room Technician: R. Gates Unit Weight: Field Mark: RG 36 Yield: Time Sampled: 8:10 AM Cubic Yd. Sampled: Batch Times 1 Hour 11 rti ns No. Cyls. Made: Slumps 6.25" Weather: Air, Percent: Water Added: Conc. Temp.: - Air Temp.: LABORATORY TEST DATA Area Weight Date (Lbs) Made 26.8 8 -14 -87 8 -18 -87 26.9 8 -14 -87 8 -21 -87 Age /Type of (Days) , Break 4 C 7 C Date Tested BA =Cone B =Cone & Split C =Cone & Shear D_Shear E =Columnar FL 8 5 Cloudy • 2 gals after test Total Compressive Load (P) Strength(P51) 71,000 2,511 76,000 2,688 Respectfully submitted, WINGERTER ABORATO `> ", INC. ells A.1'cg!�ro- Guerrero,'`. Florida Regi . ration No.34473 The original of this report was signed and sealed by the above registered engineer in accordance with Rule21H- 18.11,Ch. 471,FL.Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written ) ,.........,1