HomeMy WebLinkAboutS0-3-1 - SPECIAL INSPECTION SCHEDULESHEET NUMBERPROJECT NUMBERDRAWING TITLESEALS AND SIGNATURESISSUED FOR REVDATE44 EAST MIFFLIN STREETSUITE 500MADISON, WI 53703608.251.1177www.smithgroupjjr.comSCALEWEST PARK:THE CORE3030 W. 116TH STREETCARMEL, IN 46032OWNER:500 PARK BOULEVARDSUITE 800ITASCA, IL 60143630.221.1212www.williams-architects.com65% REVIEW04/20/202090% CONSTRUCTION DOCUMENTS 06/01/2020100% CONSTRUCTION DOCUMENTS 06/19/2020ISSUED FOR BID 07/14/2020SPECIAL INSPECTIONSCHEDULES0.3.111640.000SCHEDULE OF SPECIAL INSPECTIONS (PER REQUIREMENT OF CHAPTER 17 "SPECIAL INSPECTIONS AND TESTS", IBC 2015)#INSPECTION TASK (CODE REFERENCE)Y/N SCOPE OF SERVICE FREQUENCY REFERENCE STANDARDGENERAL SPECIAL INSPECTION NOTES1 SUBMIT FINAL REPORT OF SPECIAL INSPECTIONS INDICATING THAT THE SPECIAL INSPECTIONS HAVE BEEN PERFORMED AND ALL DISCOVERED DISCREPANCIES HAVE BEEN REPORTED AND RESOLVED - - IN ACCORDANCE WITH CONTRACT DOCUMENTS ANDBUILDING CODE- -2 INTERIM REPORTS SUBMITTED PRIOR TO THE FINAL REPORT FORM A BASIS FOR AND ARE CONSIDERED TO BE AN INTEGRAL PART OF THE FINAL REPORT- -- -3 SUBMIT RECORDS, REPORTS, CERTIFICATES ETC. FOR THE SPEICAL INSPECTIONS REQUIRED INCLUDING ITEMS THAT DO NOT REQUIRE CONTINUOUS OR PERIODIC TESTING AND/OR OBSERVATION - -- -4 LETTERS IN FREQUENCY COLUMN INDICATE THE FOLLOWING: C = CONTINUOUS, P = PERIODIC, S = SUBMITTAL- -CONCRETE CONSTRUCTION (1705.3)C-1 INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENTYP ACI 318 CH. 20, 25.2, 25.3,26.6.1-26.6.3; IBC 1908.4C-2 REINFORCING BAR WELDING- -- -A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706Y REVIEW AS PER AWS AND APPROVED SHOP DRAWINGS ANDCONTRACT DOCUMENTSP AWS D1.4; ACI 318 26.6.4B. INSPECT SINGLE-PASS FILLET WELDS </= 5/16"YP AWS D1.4; ACI 318 26.6.4C. INSPECT ALL OTHER WELDSYC AWS D1.4; ACI 318 26.6.4C-3 INSPECT ANCHORS, BOLTS, AND ANCHORD RODS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETEY VERIFY SIZE, LOCATIONS, SPACING, ORIENTATION, COVER, &SPLICING CONFORM TO APPROVED SHOP DRAWINGS ANDCONTRACT DOCUMENTSP ACI 318 17.8.2C-4 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE- -- -A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADSY VERIFY SIZE, LOCATIONS, SPACING, ORIENTATION, COVER, &SPLICING CONFORM TO APPROVED SHOP DRAWINGS ANDCONTRACT DOCUMENTSC ACI 318 17.8.2.4B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN C-4.AY VERIFY SIZE, LOCATIONS, SPACING, ORIENTATION, COVER, &SPLICING CONFORM TO APPROVED SHOP DRAWINGS ANDCONTRACT DOCUMENTSP ACI 318 17.8.2C-5 VERIFY USE OF REQUIRED DESIGN MIXYP ACI 318 Ch 19, 26.4.3, 26.4.4; IBC1904.1, 1904.2. 1908.2, 1908.3C-6 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETEYC ASTM C172, ASTM C31; ACI 31826.4, 26.12, IBC 1908.10C-7 INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUESY VERIFY PLACEMENT, FINISHING HOT/COLD WEATHERREQUIREMENTS AND CONSOLIDATIONSC ACI 318 26.5; IBC 1908.6, 1908.7,1908.8C-8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUESY VERIFY CURING REQUIREMENTSP ACI 318 26.5.3-26.5.5; IBC 1908.9C-9 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMEDYP ACI 318 26.11.1.2(b)SOILS (1705.6)SO-0 SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD-BEARING REQUIREMENTSY IN ACCORDANCE WITH APPROVED GEOTECHINICAL REPORTAND CONTRACT DOCUMENTS- -SO-1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITYYPSO-2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIALYPSO-3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALSYPSO-4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILLYCSO-5 PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLYYPGrand total: 42