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TABLE 2 TABLE 2 <br /> REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS <br /> INSPECTION INSPECTION <br /> FREQUENCY FREQUENCY REMARKS <br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD <br /> REFERENCE REFERENCE Continuous Periodic REFERENCE REFERENCE <br /> Continuous Periodic <br /> FABRICATORS "AISC 360 N3.2 <br /> SPECIAL INSPECTION IS REQUIRED FOR AISC 360 A3.4 <br /> STRUCTURAL LOAD-BEARING MEMBERS AND MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS <br /> 1704.2.5 X X MANUFACTURER'S CERTIFIED TEST REPORTS <br /> ASSEMBLIES FABRICATED ON THE PREMISES OF A BOLTS AND THREADED RODS SPECIFIED IN <br /> FABRICATOR'S SHOP. CONSTRUCTION <br /> DOCUMENTS" <br /> THE SPECIAL INSPECTOR SHALL VERIFY THAT THE <br /> FABRICATOR MAINTAINS DETAILED FABRICATION <br /> 1704.2.5.1 AND QUALITY CONTROL PROCEDURES AND SHALL VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS <br /> REVIEW FOR COMPLETENESS AND ADEQUACY INSPECTOR QUALIFICATIONS <br /> RELATIVE TO THE CODE REQUIREMENT. <br /> WELDING STUDS EXCEPT AS NOTED "CONTINUOUS INSPECTION IS NOT REQUIRED WHEN <br /> OTHERWISE X WELDS INSTALLED WITH AN AUTOMATICALLY TIMED <br /> SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 "AISC 360 N6 STUD WELDING MACHINE PER SECTION 7 OF AWS <br /> ARE NOT REQUIRED WHERE THE WORK IS DONE ON D1.1 (ONLY PERIODIC), 1705.2(3) <br /> FABRICATORS THE PREMISES OF A FABRICATOR REGISTERED AND AWS D1.1 SECTION 7" <br /> APPROVED TO PERFORM SUCH WORK WITHOUT WELDING STUDS IN STRUCTURAL X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 <br /> SPECIAL INSPECTION.APPROVAL SHALL BE BASED DIAPHRAGMS 7 8 1" <br /> UPON REVIEW OF THE FABRICATOR'S WRITTEN <br /> PROCEDURAL AND QUALITY CONTROL MANUALS AND VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS <br /> 1704.2.5.2 PERIODIC AUDITING OF FABRICATION PRACTICES BY <br /> A NATIONALLY RECOGNIZED ACCREDITING VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS <br /> AUTHORITY.AT COMPLETION OF FABRICATION,THE <br /> APPROVED FABRICATOR SHALL SUBMIT A <br /> CERTIFICATE OF COMPLIANCE TO THE BUILDING COMPLETE AND PARTIAL JOINT X <br /> OFFICIAL STATING THAT THE WORK WAS PENETRATION GROOVE WELDS <br /> PERFORMED IN ACCORDANCE WITH THE APPROVED ALL WELDS VISUALLY INSPECTED PER AWS 1.2,5.5 <br /> CONSTRUCTION DOCUMENTS. MULTIPASS FILLET WELDS X <br /> SINGLE PASS FILLET WELDS X <br /> CONCRETE <br /> SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT <br /> NAME,TYPE,AND DIMENSIONS, HOLE DIMENSIONS, <br /> INSPECTION OF ANCHORS INSTALLED "1909.1 "ACI 318: COMPLIANCE WITH DRILL BIT REQUIREMENTS, TABLE 5 <br /> IN HARDENED CONCRETE TABLE 1705.3" 3.8.6,8.1.3,21.1.8" X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE <br /> EXPIRATION DATE,ANCHOR/ADHESIVE REQUIRED TESTING for SPECIAL INSPECTIONS <br /> INSTALLATION,ANCHOR EMBEDMENT,AND <br /> TIGHTENING TORQUE TESTING <br /> FREQUENCY <br /> "1705.3 "TOLERANCES AND REINFORCING PLACEMENT PER SYSTEM or MATERIAL REMARKS <br /> REINFORCING STEEL AND 1910.4 "ACI 318:3.5 X ACI 7.5;SPACING LIMITS FOR REINFORCING ACI 7.6 IBC CODE CODE or STANDARD <br /> PRESTRESSING TENDON PLACEMENT ACI 318:7.1-7.7" PROTECTION OF REINFORCEMENT PER ACI 7.7 REFERENCE REFERENCE <br /> 1901.3.2" Continuous Periodic <br /> "1705.2.2.1.2 "ACI 318: 3.5.2 "REFER TO STEEL FOR WELDING REQUIREMENTS CONCRETE <br /> WELDING REINFORCING STEEL 1903.1" AWS D1.4" X X TABLE 1705.2.2, ITEM 2b <br /> AT THE TIME FRESH CONCRETE IS <br /> SAMPLED TO FABRICATE SPECIMENS "FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS <br /> 1)VERIFICATION OF WELDABILITY OF "AWS D1.4 FOR STRENGTH TESTS, PERFORM "TABLE "ASTM C 172 PLACED ONCE EACH DAY FOR A GIVEN CLASS OF <br /> "TABLE ASTM C 31 X CONCRETE,OR LESS THAN ONCE FOR EACH 150 YDS <br /> REINFORCING STEEL OTHER THAN ACI 318: SECTION X SLUMP AND AIR CONTENT TESTS,AND 1705.3" ACI 318: 5.6, 5.8" OF CONCRETE,OR LESS THAN ONCE FOR EACH 5,000 <br /> ASTM A 706 1705.2.2 3.5.2" DETERMINE THE TEMPERATURE OF <br /> THE CONCRETE FT2 OF SURFACE AREA FOR SLABS/WALLS.ONCE <br /> "TABLE EACH SHIFT FROM IN-PLACE WORK OR FROM TEST <br /> 1705.3 PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 <br /> CUBIC YARDS.""PRECONSTRUCTION TESTS AS <br /> VERIFYING USE OF REQUIRED MIX "ACI 318:CHAPTER 4 X CONCRETE STRENGTH 1"TABLE <br /> ASTM C39 X REQUIRED PER THE BUILDING OFFICIAL"'"'. <br /> DESIGN(S) 1904 ACI 318:5.2-5.4" <br /> 1904.2 <br /> 1910.2 CONCRETE SLUMP ASTM C143 X • <br /> 1910.3" "TABLE <br /> "TABLE "ACI 318: 1.3.2.D CONCRETE AIR CONTENT 1705.3" ASTM C231 X <br /> CONCRETE PLACEMENT 1705.3" ACI 318:5.9-5.10" X <br /> CONCRETE TEMPERATURE ASTM C1064 X <br /> "TABLE SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION <br /> VERIFICATION OF FORMWORK 1705.3" ACI 318:6.1.1 X AND DIMENSIONS OF THE CONCRETE MEMBER BEING <br /> FORMED <br /> STEEL TABLE 6 <br /> "REFER To INSPECTION OF FABRICATOR REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) <br /> FABRICATION OF STRUCTURAL REQUIREMENTS <br /> 1704.2.5.2 AISC 360 N2 X <br /> ELEMENTS INSPECTION <br /> APPROVAL BASED ON NATIONALLY RECOGNIZED <br /> ACCREDITING AUTHORITY" <br /> FREQUENCY <br /> "AISC 360 A3.3 SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS • <br /> AISC 360 N 3.2 REFERENCE REFERENCE <br /> MATERIAL VERIFICATION OF ASTM STANDARDS Continuous Periodic <br /> HIGH-STRENGTH BOLTS, NUTS,AND SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS <br /> WASHERS CONSTRUCTION <br /> DOCUMENTS ELECTRICAL COMPONENTS <br /> RCSC 2.1 " <br /> INSTALLATION OF ANCHORAGE OF <br /> ELECTRICAL EQUIPMENT FOR <br /> EMERGENCY OR STANDBY POWER 1705.11.6 X <br /> "RCSC SPECIFICATION SYSTEMS <br /> FOR STRUCTURAL <br /> JOINTS USING ASTM <br /> SNUG-TIGHT JOINT HIGH-STRENGTH A325 OR A490 BOLTS INSTALLATION OF OTHER SEISMIC <br /> BOLT INSTALLATION 1705.2.1.1 SECTION 9 X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG SUPPORTS FOR DESIGNATED <br /> ELECTRICAL SYSTEMS AND THEIR 1705.11.6 X <br /> AISC 360, SECTION COMPONENTS <br /> M2.5" <br /> "ASTM A6 <br /> ASTM STANDARDS <br /> SPECIFIED IN <br /> MATERIAL VERIFICATION OF "1705.2.1 CONSTRUCTION <br /> STRUCTURAL STEEL 2203.1 DOCUMENTS X CERTIFIED MILL TEST REPORTS <br /> TABLE 1705.2" <br /> AISC 360 N3.2 <br /> AISC 360 A3.1 <br /> AISC 360 M5.5" <br /> FOR OTHER STEEL, IDENTIFICATION <br /> MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM <br /> STANDARDS SPECIFIED IN THE TABLE 1705.2 MATERIAL X MANUFACTURER'S CERTIFIED TEST REPORTS <br /> APPROVED CONSTRUCTION STANDARDS <br /> DOCUMENTS <br /> "AISC 360 N3.2 <br /> MATERIAL VERIFICATION OF WELD TABLE 1705.2 AISC 3 A3.5 X MANUFACTURER'S CERTIFICATE OF COMPLIANCE <br /> FILLER METALS APPLICABLE .AWS A5 <br /> DOCUMENTS" <br /> COMPLETE AND PARTIAL JOINT TABLE 1705.2 "AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> PENETRATION GROOVE WELDS SECTION 6" <br /> MULTIPASS FILLET WELDS TABLE 1705.2 "AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> SECTION 6" <br /> SINGLE PASS FILLET WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> GREATER THAN 5/16" SECTION 6" <br /> PLUG AND SLOT WELDS TABLE 1705.2 "AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> SECTION 6" <br /> SINGLE PASS FILLET WELDS LESS <br /> TABLE 1705.2 A .D1.1X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> THAN OR EQUAL TO 5/16" SECTION 6" IFC STRUCTURAL - <br /> 08.07.19 <br /> MATERIAL VERIFICATION OF TABLE 1705.2 "ACI 318:3.5.2 X CERTIFIED MILL TEST REPORTS <br /> REINFORCING STEEL FOR WELDING 1705.2.2.1.2" AWS 01.4" <br /> Our difference <br /> �� �I is engineered. <br /> }k <br /> l www.harrisgroup.corn <br /> 0 " PROJECT NO: 0012630.05 <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �g0 M. 4, ACCEPTABILITY R. PINLAC 11.06.18 GENERAL STRUCTURAL NOTES - SHEET 2 W6175817 08.07.19 <br /> A PGN STRINGER NDI CELL 2 - IFC REMOVAL/EXCAVATION W6175817 HG RLT 07.02.19 7.4 ' pAP 'RO" fSPECIFlCATION IS APROVED R. PINLAC 07.02.19 SHEET <br /> it ! x APPROVED BY DEPT. DATE F. ABDULLAH o7.o21s ENGINEER TITLE PGN STRINGER NDI CELL 2 <br /> B PGN STRINGER NDI CELL 2 IFC STRUCTURAL W6175817 HG / � <br /> CHECKED S2h <br /> A. WARNER 07.02.19 <br /> �� - w APPROVED 7 1 BUILDING 40-058 W6175817 <br /> ".p 53438 JOB NO. COMP NO. <br /> �GISTs +'' R. THIRTYACRE 0 .02 9 <br /> �Ss1ONAL e:/08reols APPROVED STRUCTURAL MASTER EVERETT, WA DWG NO. 40-058-S2h <br />