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Home My WebLink AboutReinforcing Steel Inspection Report521 NW Enterprise GFA PROJECT# PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER Port St. Lucie, Florida 34986 12-1287.01 PGA VILLAGE CLUBHOUSE 1916 PERFECT DRIVE, PORT ST. LUCIE, FL WEATHER TEMPERATURE WINE HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE THURSDAY, OCTOBER 30, 2014 S I M I T I W I TH F S DAY X BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0002 LOW MODERATE HIGH x MEMBERS/AREA INSPECTED: 4" SLAB ON GRADE, ROOM NO.'S: 154, 155, 156, 151,•142, 104, 103, 106, 109, 105, 111, 112, 113, 114, 113, 112, 117, 118, I119, 121, 122, 140, 130, 137, 126, 124, 127, 128, 131, 132, 116, 139, 146, 123, 146 THE FOLLOWING HAVE BEEN INSPECTED FOR CONTRACT DOCUMENTS AND ACCEPTED PRAT COMPLIES YES NO N/A WITH THE APPROVED i; i i F: , Fr.,, n P 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED Evict -A -Bug, 10129114 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE -SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: IUD C�C�L�MC JAN r 6 AECD D RRe -Inspection r Re -Inspection Required -- 1) FORM BOARD SURVEY NOT STAMPED BY BUILDING DEPARTMENT. SUBMITTED TO DEPARTMENT ON 10/29/2104 - APPROVAL Inspection PerformeVil Ji Inspection Certifit?dt j _ • P. Registered Professiool,le: P Certified Special InspecW16 FBPE CertificatF�o�t' Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & C61% Florida's Leading Engineering Source y f3012014 JL H�DA FORTH, P.E. i 4 : + STATE 521 NW Enterprise Drive, Port St. Lucie, Florida 34986 GFA PROJECT # I 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE AD'. LOCATION 1916 PERFECT DRIVE, PORT ST. PERMIT NO. 1404-0063 i OWNER PGA OF AMERICA I CONTRACTOR j KAST CONSTRUCTION ARCHITECT I N/A ENGINEER N/A I MEMBERS/AREA INSPECTED: MEMBER'S BAR F I I ITION JCIE. FL WEATHER TEMPERATURE WIND HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Wednesday, November 12, 2014 S M T W TH F S DAY 12TH BRIGHT SUN CLEAR OVERCAST RAIN BELOW 60 60-75 75-90 ABOVE 90 LOW MODERATE HIGH Report No 0003A LOW MODERATE HIGH I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. Py COMPLIES ` YES NO N/A rt,, X 1 SOIL BEARING CAPACITY X 1 2 BUILDING LOCATION X 3 BUILDING SLAB ELEVATION X 4 TERMITE TREATMENT IVERIFIED X 5 COMPACTION TESTING X 6 FORMING DIMENSIONS X 7 INSIDE OF FORMS CLEAN X 8 WIRE MESH REINFORCING SIZE AND LAP X 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING X 10 SPLICES X 11 REBAR CLEAN AND FREE OF OIL X 1 12 REBAR CLEARANCE FROM FORMS AND EARTH X 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED X 14 SHORING AND RE -SHORING X 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection F�Section / Area Approved Re -Inspection RRe-Inspection Work In Progress Required COMMENTS/ACTION REQUIRED: I� uFE D JAN - 6 REC'D I,IDANF )—o le, %4. • 44' Z Inspection PerfoineAy: THONY MAC SO, B113335 Inspection Ceafiedpy: : "' 2/10/2014 OKhP� Registered Professioe•P. 44653 Q 41 Certified Special Inspector +�Q3 � ��% FBPE Certificate No:��®/11111►1`�� Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source t I i i 521 NW Enterprise Drive, Port St. Lucie, Florida 34986 GFA PROJECT # 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE 1916 PERFECT DRIVE, PORT LOCATION FL PERMIT NO. 1404-0063 OWNER PGA OF AMERICA CONTRACTOR KAST CON ARCHITECT N/A ENGINEER N/A MEMBERS/AREA INSPECTED: ANCHOR BOLTS/BASE PLATES, (2) COLUMNS, II1111NP► LUCIE, WEATHER TEMPERATURE WIND HUMIDITY 924-3575 Fax: (772) 924-3580 STRUCTURAL STEEL INSPECTION REPORT DATE Tuesday, November 18, 2014 S I M T W I TH I F 1 S DAY 18TH BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH X Report No LOW MODERATE HIGH 0003E X =Re -Inspection 6X6X1A AT THE MAIN HALLWAY. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVE^ CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES ' YES NO N/A X 1 MILL CERTIFICATION AND TEST REPORTS X 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES X 3 CAMBER X 4 SIZE, THICKNESS, WEIGHT X 5 SPLICES X 6 BOLTS IN ALL BOLT HOLES ` JAN - 6 AECD D I X 7 ANCHOR BOLT SIZE, LENIGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION X 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS X 9 BOLT TORQUEING X 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT X 11 GROUTING OF BASE PLATES X 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION X 13 BAR -JOIST BRIDGING AND BRACING X 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS X 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: FTISection / Area Approved =Work In Progress =Re -Inspection Required COMMENTS/ACTION REQUIRED: ��tttI1 p��i��rr, NFL 4 -- � ,��% : r.•f=•ni � • �4. ems_ O 1 Inspection Performed By_' J • N P LETHWAITE, •8fkA43 Inspection Certified Bs i/ 415 0P H. - AgFffH,®•�• • �� Registered Professional No: 3 COPY Certified Special Inspector No: SfS3•'••� form revised,11/21/06 FBPE Certificate No: 4930 ,0, N Alii,%�� Environmental • Geotechnical .'Construction Materials Testing • Special & Threshold Inspections . Plan Review & Code Compliance Florida's Leading Engineering Source r" 521 NW Enterprise Drive, Port St. Lucie, Florida GFA PROJECT # 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE AD LOCATION 1916 PERFECT DRIVE, PORT ST. PERMIT NO. 1404-0063 OWNER PGA OF AMERICA CONTRACTOR KAST CONSTRUCTION ARCHITECT N/A ENGINEER N/A MEMBERS/AREA INSPECTED: (5) SCREEN Phone: (772) 924-3575 Fax. (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Tuesday, November 18, 2014 S I M T W I TH F S FL DAY 18TH WEATHER TEMPERATURE WIND HUMIDITY BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0003C LOW MODERATE j HIGH X FOOTING/DOWES. REFERENCE DRAWINGS 3, 12, 15, 16/H1.1 I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 SOIL BEARING CAPACITY X 2 BUILDING LOCATION ti X 3 BUILDING SLAB ELEVATION �..: 4 TERMITE TREATMENTIVERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE -SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE J A N - 6 flEC9 D Disposition of Inspection X Section / Area Approved Re -Inspection Work In Progress RmRe-Inspection Required COMMENTS/ACTION REQUIRED: (1) INSPECTED ONE ADDITIONAL PILASTER FOOTING ADDED AT.,A �s1111 r-U. F T;TOT SHOWN ON DRAWINGS. s No 4 Inspection Performed @y:*JOH POSTL T E, BIB 12143 Inspection Certified 12/ o aria ARFPRD-�zP.E.� Registered Professional NQ: • r 3 Certified Special Inspector No�� 1� :� �•'•• ��,� FBPE Certificate No: 4930"/I� N A L..,,�� Environmental . Geotechnical . Construction Materials Testing . Special & Threshold Inspections . Plan Review & Code Compliance Florida's Leading Engineering Source I 529 NW Enterprise GFA PROJECT# PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER Port St. Lucie. Florida 34986 12-1287.01 PGA VILLAGE CLUBHOUSE ADDITION 1916 PERFECT DRIVE, PORT ST. LUCIE, FL 1404-0063 PGA OF AMERICA KAST CONSTRUCTION N/A N/A WEATHER TEMPERATURE WIND HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 CONCRETE PLACEMENT INSPECTION REPORT DATE Friday, November21, 2014 S M T W TH SDAY �211` ST BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0003D LOW MODERATE HIGH X MEMBERS/AREA INSPECTED: CONCRETE POUR FOOTINGS, NORTHSIDE OF BUILDING COOLER AREA. THE FOLLOWING HAVE BEEN INSPECTED FOR CO. CONTRACT DOCUMENTSAND ACCEPTED PRACTI( COMPLIES YES NO N/A X 1 SPARE VIBRATOR ON X• 2 FORMS WETTED/OILEI X 3 CONCRETE TICKET SF X 4 CONCRETE SLUMP O� X 5 TEST CYLINDERS MAE X 6 PLACEMENTS COMPLI X 7 CONCRETE DISCHARC X 8 SUFFICIENT VIBRATIO X 9 STEEL REMAINED IN P X 10 P/T CABLES REMAINEI THE APPROVED DWS CORRECT MIX DESIGN (SEE TABLE BELOW) TRUCKS WITHIN SPECIFICATIONS (SEE TABLE BELOW) E EVERY 50 YARDS OR DAYS POUR TED WITHIN 90 MINUTES FROM BATCH TIME E HEIGHT ADHERED TO' 8 FEET (PERFORMED ACE DURING POUR IN PLACE AND WITHOUT SHARP BENDS AREA POURED YDS PSI TYPE MIX SLUMP IN ± IN ' START TIME END TIME METHOD OF PLACEMENT SUPPLIER FOOTINGS 6 3,000 61 8:04 8:55 CHUTE TITAN 6 Disposition of Inspection ]Section / Area Approved Be-Inspection e-Inspection Work In Progress Required ,a,s��t11111��rro' COMMENTS/ACTION REQUIRED: ` �• H DA Inspection Perform=d B: IVANIECE-VAZQCJF� Inspection Certifiidi:jyL• : 10/37/2014 D PA t06TP, P..E.. t Registered' Profession6L�•-p.E ((44653 JAN — 6 RECD Certified Special Inspector 16q� •• 'G0� R { O P.•\� FBPE Certificate No:% (Wo09NAL I � IIT1 11111TP Environmental . Geolechnical o bonslruction Materials Testing . Special & Threshold Inspections . Plan Review& Code Compliance Florida's Leading Engineering Source 521 NW GFA PROJECT# PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER Drive, Port St, Lucie, Florida 34986 Phone: (772) 924-3575 Fax. (772) 924-3580 REINFORCING STEEL 'yTFRIVATtOINSPECTION REPORT 12-1287.01 DATE Monday, November 24, 2014 PGA VILLAGE CLUBHOUSE ADDITION S M T I W TH F S 1916 PERFECT DRIVE, PORT ST. LUCIE, FL DAY X 1404-0063 PGA OF AMERICA KAST CONSTRUCTION MEMBERS/AREA INSPECTED: 1 - BEAMS, CB-1 2 - BEAMS, CB-2 (DWG 13/S-2.3) (SK-1, 11/20/14) WEATHER TEMPERATURE WIND HUMIDITY OCTAGONS (DWG S/S2 BRIGHTSUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0004 LOW j MODERATE I HIGH X THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A 1 SOIL BEARING CAPACITY F 2 BUILDING LOCATION 4 , 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT IVERIFIED I L 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE -SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE JAN -.6 HECD IL Disposition of Inspection R Section / Area Approved Rx Re-Inspection Work In Progress Re -Inspection Required COMMENTS/ACTION REQUIRED: 1 BEAM CB-1 2) WRITTEN CONF. OF (VERBAL BY EOR) CLARIFICATION OF REINFORCING STEEL IS NEB • ^.•�htL�VA64 %.ONNSION PER SK-1; B) STIRRUP MISSING AT PEAR .%_�: �� \ •••.�' N.-H � i Inspection Perfor�edjHTL 2543t Inspection Certaeddy$ Z7. r 2/10/2014 i 7 PA L H. DAi�RTg,P S Registered Professio4v,!.P.E. #44653CO Certified Special Inspector`: 1I 1108.....•• FBPE Certificate No:%Z9 P�vRr"rO01lN�,,� Environmental • Geotechnical . Construction Materials Testing • Special & Threshold Inspections . Plan Review & Code Compliance I Florida's Leading Engineering Source 521 NW Enterprise Drive, Port St. Lucie, Florida 34986 GFA PROJECT # 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE AE LOCATION 1916 PERFECT DRIVE, PORT ST. LUCIE, FL PERMIT NO. 1404-0063 OWNER I PGA OF AMERICA CONTRACTOR KAST CONSTRUCTION ARCHITECT N/A ENGINEER N/A MEMBERS/AREA INSPECTED: MASONRY W WEATHER TEMPERATURE WIND HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Tuesday, November 25, 2014 S M T W TH F S DAY X BRIGHTSUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X LOW MODERATE HIGH 0005 X I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED,PRACTICES. COMPLIES YES NO N/A X 1 SOIL BEARING CAPACITY X 2 BUILDING LOCATION X 3 BUILDING SLAB ELEVATION A l l? X 4 TERMITE TREATMENT VERIFIED X 5 COMPACTION TESTING Y X 6 FORMING DIMENSIONS X 7 INSIDE OF FORMS CLEAN X 8 WIRE MESH REINFORCING SIZE AND LAP X 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING X 10 SPLICES X 11 REBAR CLEAN AND FREE OF OIL l X 12 REBAR CLEARANCE FROM FORMS AND EARTH X 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED X 1 15 POSTTENSIONED CABLENLAYOUT AND PROFILE i Disposition of Inspection X]Work Section / Area Approved In Progress COMMENTS/ACTION REQUIRED: RRe -inspection Re -Inspection Required I� ICI JA�Ij L Inspection Performegf Bj%,j .� Inspection Certifies �iyrS �,�P Registered ProfessionaTd� •A Certified Special Inspector FBPE Certificate No: H:.D,4 T,X�F N 121i F (c, 5ORIOP.•\� ONALe%0 7 Environmental • Geotechnical . Construction Materials Testing • Special & Threshold Inspections . Plan Review & Code Compliance Florida's Leading Engineering Source i 521 NW Enterprise Drive, Port St. Lucie, Florida 3,4986, ! Phone: (772) 924-3575 Fax: (772) 924-3580 tir fPv REINFORCED MASONRY FRNAT�o INSPECTION REPORT GFA PROJECT # 12-1287.01 DATE Tuesday, November 25, 2014 PROJECT PGA VILLAGE CLUBHOUSE ADDITION 1916 PERFECT DRIVE, PORT ST. LUCIE, s I M I T I w I TH F S LOCATION FL DAY X PERMIT NO. 1404-0063 OWNER PGA OF AMERICAI WEATHER CONTRACTOR KAST CONSTRUCTION TEMPERATURE I ARCHITECT N/A WIND ENGINEER N/A MEMBERS/AREA INSPECTED: MASONRY WALLS HUMIDITY =Re -Inspection BRIGHT SUN CLEAR OVERCAST- RAIN X BELOW 60 60-75 75.90 ABOVE 90 X LOW MODERATE HIGH Report No X 0006 LOW MODERATE HIGH X I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO WA X 1 BLOCKS AND MORTAR MIX PROPERLY STORED AND PROTECTED X 2 BLOCK TYPE AND SIZE X 3 CLEAN -OUT AT 8 FEET OF WALL HEIGHT X 4 WEEP HOLES AT EVERY 4 FEET OF WALL HEIGHT X 5 FILL CELLS CLEAR X 6 MORTAR TYPE AND CONSISTENCY X 7 MORTAR TEST X 8 MORTAR BED AND HEAD JOINTS X 9 HORIZONTAL REINFORCEMENT LAP, SIZE, AND TYPE f� V I - 1 X 10 ANCHORAGE INTO WALLS AND COLUMNS FFrD LE UX 11 EXPANSION JOINT SIZE AND LOCATION X 12 EXPANSION JOINT FILLER MATERIAL \ fl �t , � BAN - 6 RECD X 13 WALL BRACING X 14 PRISM TEST X 15 POST FILLED CELL INSPECTION PERFORMED DISPOSITION OF INSPECTION: EXISection / Area Approved =Work In Progress =Re -Inspection Required COMMENTS/ACTION REQUIRED: ♦♦� Q�; •' .` Inspection Performe,B: JO N Rk�T �. T ITS• �d Inspection Certifiof� • P Registered Professiona�I P.E# � FORTH, F.E: QR : ,,z Certified Special Inspector��i 1p� , P.•',�� ♦` FBPE Certificate No ��3'i�Ai n t Gn1G •♦♦ r Environmental • Geotechnical • Construction Materials Testing . Special & Threshold Inspections • Plan Review & Code Florida's Leading Engineering Source I 521 NW GFA PROJECT# PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER Port St Lucie, Florida 34986 12-1287.01 PGA VILLAGE CLUBHOUSE ADDITION 1 1916 PERFECT DRIVE, PORT ST. LUCIE, FL 1404-0063 KAST MEMBERS/AREA INSPECTED: SLAB ON GRADE WEATHER TEMPERATURE WIND HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 CONCRETE PLACEMENT INSPECTION REPORT DATE Friday, October 31, 2014 S M T V1TH F S DAY x BRIGHT SUN CLEAR OVERCAST RAIN BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0003 LOW MODERATE HIGH X THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED ill `I I JAN - 6 REC'D CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES E YES NO N/A t X 1 SPARE VIBRATOR ON VIAND Y X 2 FORMS WETTED/OILED X 3 CONCRETE TICKET SHOWS CORRECT MIX DESIGN (SEE TABLE BELOW) X 4 CONCRETE SLUMP ON TRUCKS WITHIN SPECIFICATIONS (SEE TABLE BELOW) X 5 TEST CYLINDERS MAD EVERY 50 YARDS OR DAY'S POUR X 6 PLACEMENTS COMPLETED WITHIN 90 MINUTES FROM BATCH TIME X 7 CONCRETE DISCHARGE HEIGHT ADHERED TO 8 FEET X 8 SUFFICIENT VIBRATION PERFORMED X 9 STEEL REMAINED IN PLACE DURING POUR X 10 P/T CABLES REMAINED IN PLACE AND WITHOUT SHARP BENDS AREA POURED YDS PSI TYPE MIX SLUMP (IN) ±I(IN) START TIME END TIME METHOD OF PLACEMENT SUPPLIER SLAB 131 3,500 #57 5 ±1 4:00 7:30 BOOM PUMP TITAN ON GRADE Disposition of Inspection �WorkSection / Area Approved In Progress COMMENTS/ACTION REQUIRED: -Re-InspectionAJ 1i Inspection Performed•Wy. TL tra I On Site Inspection Certifil :• g; LAH. RTI- Off Site . Registered Professionai No:4465 =-0• Travel : Certified Special Inspectca lba Total Hours � ° FBPE Certificatel4et\14Q30 Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review &0�de �,prry�p(WW)n^ce�• �lorida's Leading Engineering Source //111N. 1 N L u 521 NW Enterprise Drive, Port St Lucie, Florida 34986 i rFRNA'C�O� P GFA PROJECT # 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE ADDITION LOCATION 1916 PERFECT DRIVE, PORT ST. LUCIE, FL PERMIT NO. I 1404-0063 OWNER PGA OF AMERICA WEATHER CONTRACTOR I KAST CONSTRUCTION TEMPERATURE ARCHITECT N/A WIND ENGINEER N/A HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 CONCRETE PLACEMENT INSPECTION REPORT DATE Tuesday, November 25, 2014 S M T W TH F S DAY 25TH BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0006A LOW MODERATE I HIGH X MEMBERS/AREA INSPECTED: MASONRY WALLS, FILL CELLS (1ST 10 YARDS PLACED IN SI THE FOLLOWING HAVE BEEN INSPECTED FOR CO CONTRACT DOCUMENTS AND ACCEPTED PRACTI( COMPLIES YES NO N/A X 1 SPARE VIBRATOR C X 2 FORMS WETTED/OIL X (1) 3 CONCRETE TICKET! X 4 CONCRETE SLUMP C X 5 TEST CYLINDERS M/ (2) 6 PLACEMENTS COMP X 7 CONCRETE DISCHAF X 8 SUFFICIENT VIBRATI X 9 STEEL REMAINED IN X X 10 P/T CABLES REMAIN PLIANCE WITH THE APPROVED I L�' S. f i ;.k HAND JAN v 6 REUD i OWS CORRECT MIX DESIGN (SEE TABLE- BELOW)-"-'-` -"-- TRUCKS WITHIN SPECIFICATIONS (SEE TABLE BELOW) EVERY 50 YARDS OR DAY'S POUR TED WITHIN 90 MINUTES FROM BATCH TIME E HEIGHT ADHERED TO 8 FEET JPERFORMED ACE DURING POUR I IN PLACE AND WITHOUT SHARP BENDS AREA POURED YDS PSI TYPE MIX SLUMP IN # IN START TIME END TIME METHOD OF PLACEMENT SUPPLIER MASONRY SILLS 10 3,000 #8PM 5'.7 7:50 8:45 PUMP TITAN FILL CELLS 10 3,000 M6-C ! 10:00 10:30 PUMP TITAN FILL CELLS 10 3,000 M6-C 11:15 12:00 PUMP TITAN TIE BEAM 10 3,000 #8PM 5=7 14:00 15:30 PUMP TITAN TIE BEAM 10 3,000 #8PM 5-7 16:00 17:30 PUMP TITAN FILL CELLS 11 3,000 M6-C 18:00 19:30 PUMP TITAN Disposition of Inspection F Section / Area Approved Be-Inspection e-Inspection Work In Progress Required .. f f f COMMENTS/ACTION REQUIRED: 10 GALLONS ADDED PRIOR TO PLACEMENT (8:00 AM). ADDITIOI�k�l��5 (�ALI)��IA�pED AT 8:20 AM.A F K.-"YO46 Inspection Performed �: JST H ITE, BN �5ol Inspection Certified : 10/31/20Z . L H. F TH, P.E. ; Q t Registered Professional NSA �. 3 '4 OF E"t" Certified Special Inspector No:�l<Q� p tZP.•'�� FBPE Certificate No: 49f6i. /of, n t •FN .�� Environmental • Geotechnical . Construction Maledals.Testing • Special & Threshold Inspections . Plan Review & Code Compliance Florida's Leading Engineering Source 521 NW GFA PROJECT# PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR i give, Port St Lucie, Florida 34 12-1287.01 PGA VILLAGE CLUBHOUSE, 1916 PERFECT DRIVE, PORT FL 1404-0063 PGA OF AMERICA KAST CONSTRUCTIC FS�a- • GFp Phone: (772) 924-3575 Fax: (772) 924-3580 STRUCTURAL STEEL INSPECTION REPORT DATE Wednesday, December 03, 2014 ITION LUCIE, S M T 1WD TH F S DAY 3R WEATHER TEMPERATURE ARCHITECT N/A WIND ENGINEER N/A HUMIDITY BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH X Report No LOW MODERATE HIGH 0007 X MEMBERS/AREA INSPECTED: =Re -Inspection VERIFIED THE DEPTH OF EMBEDMENT OF THE 3/4" 0 EPDXY ANCHORS FOR THE HSS 14X6X1/4 CONNECTION TO THE CMU WALL (DETAIL B-B) SHOP DRAWINGS BY PAUL WELCH, INC, STAMPED REVISED AND RESUBMIT, TJM, 11/14/14 LOWE STRUCTURES, INC. - SUBMITTAL # 12. I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A i D X 1 MILL CERTIFICATION AND TEST REPORTS ' ��N s 6 REC'D X 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES t X 3 CAMBER X 4 SIZE, THICKNESS, WEIGHT X 5 SPLICES X 6 BOLTS IN ALL BOLT HOLES = - =- X 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION X 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS X 9 BOLT TORQUEING I X 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT COPY X 11 GROUTING OF BASE PLATES X 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITIOiy.'.13 BAR -JOIST BRIDGING AND BRACING } X 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS X 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: Section / Area Approved =Work In Progress =Re -Inspection Required COMMENTS/ACTION REQUIRED: On Site s,1Y. Inspection Performed Inspection Certified �i Q Registered Professional Ni Certified Special Inspector No! FBPE Certificate No: 4 OAI A•I •GNe.;, Testing • Special & Threshold Inspections • Plan Review & Code Compliance Leading Engineering Source r i I— BN2543 T_ :.`Iz 521 NW Enterprise Drive. Port St. Lucie. Florida 34986 GFA PROJECT # 12-1287.01 �FRNi4T�� PROJECT PGA VILLAGE CLUBHOUSE ADDITION LOCATION 1916 PERFECT DRIVE, PORT ST. LUCIE, FL PERMIT NO. 1404-0063 OWNER PGA OF AMERICA WEATHER CONTRACTOR KAST CONSTRUCTION TEMPERATURE ARCHITECT N/A WIND ENGINEER N/A HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 CONCRETE PLACEMENT INSPECTION REPORT DATE Thursday, December 18, 2014 S I M I T I W 1TH I F I S DAY 18TH BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X LOW MODERATE HIGH 0008 X MEMBERS/AREA INSPECTED: NORTHEAST CORNER OF FLOOR SLAB (OCTAGON SHAPED ROOM). F- f __-'--- t ^] [t C, /i THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. - COMPLIES I I I YES NO. N/A I X 1 SPARE VIBRATOR ON HAND- X 2 FORMS WETTED/OILED X 3 CONCRETE TICKET SHOWS CORRECT MIX DESIGN (SEE TABLE BELOW) X 4 CONCRETE SLUMP ONI TRUCKS WITHIN SPECIFICATIONS (SEE TABLE BELOW) X 5 TEST CYLINDERS MADE EVERY 50 YARDS OR DAY'S POUR X 6 PLACEMENTS COMPLETED WITHIN 90 MINUTES FROM BATCH TIME X 7 CONCRETE DISCHARGE HEIGHT ADHERED TO 8 FEET X 8 SUFFICIENT VIBRATION PERFORMED X 9 STEEL REMAINED IN PLACE DURING POUR X 10 P/T CABLES REMAINED IN PLACE AND WITHOUT SHARP BENDS I AREA POURED YDS PSI TYPE MIX SLUMP (IN) ± j IN START TIME END TIME METHOD OF PLACEMENT SUPPLIER SLAB 18 3,500 CAHB5RI 5 9:00 9:45 WHEEL TITAN Disposition of Inspection NSection / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: Re -Inspection Re -Inspection Required G Inspection PerformedZy"7.F Inspection Certifiedlg6 Registered flocni Certified Special Inspector IfQ, it FBPE Certificate No: No AS M 3 •.�• ri t /1.....•�t��r Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Florida's Leading Engineering Source 521 NW Enterprise Drive, Port St Lucie, Florida 34986 GFA PROJECT# 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE AD LOCATION 1916 PERFECT DRIVE, PORT ST. PERMIT NO. 1404-0063 OWNER PGA OF AMERICA CONTRACTOR KAST CONSTRUCTION ARCHITECT N/A ENGINEER N/A MEMBERS/AREA INSPECTED: CMU PILASTERS N FL WEATHER TEMPERATURE WIND HUMIDITY Phone: (772) 924-3575 Fax: (772) 924-3580 CONCRETE PLACEMENT INSPECTION REPORT DATE Thursday, December 18, 2014 S M T W TH F S DAY 18TH BRIGHT SUN CLEAR . OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0009 LOW MODERATE HIGH X ALONG THE SOUTH END OF THE BUILDING (SIX TOT THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED i CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. 1 I JAN 6 REC'D COMPLIES YES NO' N/A ! �, X 1 SPARE VIBRATOR ON HAND I X 2 FORMS WETTED/OILEQ X 3 CONCRETE TICKET SHOWS CORRECT MIX DESIGN (SEE TABLE BELOW-)---------- X 4 CONCRETE SLUMP ON TRUCKS WITHIN SPECIFICATIONS (SEE TABLE BELOW) X 5 TEST CYLINDERS MADE EVERY 50 YARDS OR DAY'S POUR X 6 PLACEMENTS COMPLETED WITHIN 90 MINUTES FROM BATCH TIME X 7 CONCRETE DISCHARGE HEIGHT ADHERED TO 8 FEET X 8 SUFFICIENT VIBRATION PERFORMED X 9 STEEL REMAINED IN PLACE DURING POUR X 10 P/T CABLES REMAINED IN PLACE AND WITHOUT SHARP BENDS AREA POURED YDS PSI TYPE MIX SLUMP IN ± IN START TIME END TIME METHOD OF PLACEMENT SUPPLIER COLUMNS 3 3,000 JAG03C30 14:00 15:30 HAND PLACED TITAN A N Disposition of Inspection X Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: On Site: Off Site: Travel Total Hours N Re -Inspection Re -Inspection Required ,111111 11111,1" i ♦♦`,H ANF .i ♦ 4 65300 Inspection PerforT OMAS ON O : Inspection Certifx Y; TAT i O ' NFO H, P Registered Profession�lf 4. 04403 P_: • I� .. M ♦♦G Certified Special Inspector N�►,� 141/1,9' * •G�_�♦♦ t = FBPE Certificate No: 49t�1111111111 , Environmental • Geotechnical • G Aaterials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source j 521 NW Enterprise Drive. Port St. Lucie. Florida 34986 GFA PROJECT # 12-1287.01 I PROJECT PGA VILLAGE CLUBHOUSE ADDITION LOCATION 1916 PERFECT DRIVE, PORT ST. ILUCIE, FL PERMIT NO. 1404-0063 OWNER PGA OF AMERICA WEATHER CONTRACTOR KAST CONSTRUCTION TEMPERATURE ARCHITECT N/A WIND ENGINEER N/A HUMIDITY MEMBERS/AREA INSPECTED: SLAB ON GRADEi, ROOM. NO. 125 Phone: (772) 924-3575 Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Thursday, December 18, 2014 S M I T I W TH F S DAY 18TH BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 0011 LOW _[_MODERATE HIGH X I THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 SOIL BEARING CAPACITY X 2 BUILDING LOCATION X 3 BUILDING SLAB ELEVATION FY X 4 TERMITE TREATMENTVERIFIED XX 5 COMPACTION TESTING X 6 FORMING DIMENSIONS X 7 INSIDE OF FORMS CLEAN X 8 WIRE MESH REINFORCING SIZE AND LAP X 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING X 10 SPLICES _ X 11 REBAR CLEAN AND FREE OF OIL f -� - X 12 REBAR CLEARANCE FROM FORMS AND EARTH V k`' a X 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED w D) X 14 SHORING AND RE -SHORING a t X 15 POST TENSIONED CABLE LAYOUT AND PROFILE i� i JAN 6 RECD Disposition of Inspection X Section / Area Approved Re -Inspection Work In Progress RRe-Inspection Required �------•�--� -- --� COMMENTS/ACTION REQUIRED: .00 � a n ......a Inspection Performed43 JO•• T AITE;9KI Pa543 Inspection CertifieeTBy:. •-A _ 014., UL H. DANFOR H, P.E.; Registered Professiona 9D P.E. TE ® F Certified Special Inspector Ap: 4s j LC4 p. ,.•�� FBPE Certificate No:�48/ -110. - , °'-1 1.- Environmental • Geotechnical a Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance I Fiorlda's Leading Engineering Source 521 NW Enterprise Drive. Port St Lucie. Florida \ , Qy �FENA'f10C� GFA PROJECT # 12-1287.01 PROJECT PGA VILLAGE CLUBHOUSE ADDITION LOCATION 1916 PERFECT DRIVE, PORT ST.ILUCIE, FL PERMIT NO. 1404-0063 OWNER PGA OF AMERICA WEATHER CONTRACTOR KAST CONSTRUCTION TEMPERATURE ARCHITECT N/A WIND ENGINEER N/A HUMIDITY MEMBERS/AREA INSPECTED: 8CREENWALL Phone: (772) 924-3575 Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Thursday, December 18, 2014 S M T I W TH F S DAY 18TH BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH Report No X 1 0010 LOW MODERATE' . HIGH X THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 SOIL BEARING CAPACITY X 2 BUILDING LOCATION X 3 BUILDING SLAB ELEVATION X 4 TERMITE TREATMENT IVERIFIED - X 5 COMPACTION TESTING _ X 6 FORMING DIMENSIONS I 7 INSIDE OF FORMS CLEAN X X 8 WIRE MESH REINFORCING SIZE AND LAP j X 9 REBAR GRADE, SIZE, QUANTITY, SHAPE, TYINGI JAN - 6 READ SPACING, Ef` X 111 REBAR CLEAN AND FREE OF OIL X 12 REBAR CLEARANCE FROM FORMS AND EARTH X 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED X 14 SHORING AND RE -SHORING a- X 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection MSection / Area Approved Re -Inspection Work In Progress RRe-Inspection Required COMMENTS/ACTION REQUIRED: •C E•• O '�� Inspection Performed; Jo T T •�r�N543 lnspection Certifies By: .12 1=014 U H. DANFORTH, P.E1 Registered ProfessionaMol P, E. tSE OF • !�. T �i Certified'Special Inspector Ig0_:'91;f1d3 p t O P FBPE Certificate No: �O N Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source 1 521 NW Enterprise Drive • Port St. Lucie, rI lda 34986 r0 �"_::J�r�, �. 'A6vi%''r'n.Nrh-.IAt :..y..n�.r. .a.♦ r ' (772)924-357.5 • (772)924-3580 CONCRETE COMPRESSION STRENGTH REPORT Project ID: 12-1287.01 Report ID: 1 3432-1 Permit No:1 N/A Project Name: Project Address: Client Name: Placement Locati No of Samples C Contractor: Ad Mixture: Supplier: Batch Time: PGA Village Clubhouse Addition 1916 Perfect Drive, Port St. Lucie, Florida PGA ofAmerica on: Per Client - Slab Area I 3st: 0 Date: PGA ofAmerica N/A Titan. i 101112014 Time: Cast by GFA: No Water Added (Gal): 10 Truck No: 1386 Ticket No: 286213 Load Size (CY): Total Yards: Mix Designation: Mix Type: Slump (in): Mix Strength (psi): Field Tech: 11 Air Temp ff): 11 Mix Temp (°F): CAGB8P3030000 Air Content (%): PRPM Unit Weight (PCF): 6 I Specimen Size (in) Age In Days Date Tested Total Load (lbs): Cross Sectional Area (Sq in): Computed Strength (PSI): Fracture Type Remarks: 3000 at, 28 Days Field ID: LAB RESULTS Client Cast N/A N/A 4 x 8-1 CLIENT 07 28 28 56 10/8/2014; 10/29/2014 10/29/2014 11/26/2014 33,440 53,980 50,000 12.63 12.66 12.63 - 2,650 4,260 3,960 3 3 3 Test Method ASTM : C 311 C 39 1 C 143 1 C 172 1 C 173 1 C 1064 Fracture Type IF\ 7-\1 Type I. Type 2 Type 3 Type 4 Type 5 Type 6 Test report shall not be reproduced, except in full, without the written approval of GFA International t'0'� d I n\ C?\ wS® Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • PI JWVfVd40f ode Compliance Florida) Leading Engineering Source www.teamgfa.com /,L/W ooc, 3 1.tttllI8114jt4 ,O�ALD .w A®O� gip► In tion �.0 FOP A # 49 -a. $ ® - m - cDpn,er, P.F-- ��ydfsonal r�fg inee�oi0675 t f•id�••°�`��®