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i <br /> TABLE 2 TABLE 2 <br /> REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS <br /> INSPECTION INSPECTION <br /> SYSTEMFREQUENCY <br /> FREQUENCY. <br /> or MATERIAL <br /> IBC CODE CODE or STANDARD REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS <br /> REFERENCE REFERENCE • <br /> Continuous Periodic REFERENCE REFERENCE <br /> Continuous Periodic <br /> FABRICATORS "AISC 360 N3.2 I , <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 /> I, ,t;. + 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 - <br /> X WELDS INSTALLED WITH AN AUTOMATICALLY TIMED <br /> SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 STUD WELDING MACHINE PER SECTION 7 OF AWS <br /> ARE NOT REQUIRED WHERE THE WORK IS DONE ON "AISC 360 N6 D1.1 (ONLY PERIODIC), 1705.2(3) <br /> FABRICATORS THE PREMISES OF A FABRICATOR REGISTERED AND WELDING STUDS IN STRUCTURAL r <br /> AWS D1.1 SECTION 7" f <br /> DIAPHRAGMS <br /> APPROVED TO PERFORM SUCH WORK WITHOUT X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 <br /> SPECIAL INSPECTION.APPROVAL SHALL BE BASED 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, i <br /> I <br /> INSPECTION OF ANCHORS INSTALLED "1909.1 ""ACI 318: COMPLIANCE WITH DRILL BIT REQUIREMENTS, TABLE 5 <br /> X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE <br /> IN HARDENED CONCRETE TABLE 1705.3" 3.8.6,8.1.3,21.1.8" EXPIRATION DATE,ANCHOR/ADHESIVE <br /> REQUIRED TESTING for SPECIAL INSPECTIONS <br /> I <br /> INSTALLATION,ANCHOR EMBEDMENT,AND <br /> TIGHTENING TORQUE TESTING <br /> FREQUENCY <br /> "TOLERANCES AND REINFORCING PLACEMENT PER <br /> "1705.3 SYSTEM or MATERIAL REMARKS <br /> REINFORCING STEEL AND ""ACI 318:3.5 ACI 7.5;SPACING LIMITS FOR REINFORCING ACI 7.6 IBC CODE CODE or STANDARD <br /> PRESTRESSING TENDON PLACEMENT 1910.4 ACI 318:7.1-7.7" X PROTECTION OF REINFORCEMENT PER ACI 7.7 REFERENCE REFERENCE j <br /> 1901.3.2" Continuous Periodic <br /> "REFER TO STEEL FOR WELDING REQUIREMENTS CONCRETE <br /> WELDING REINFORCING STEEL 1705.2:2.1.2 "ACI 318: 3.5.2X X TABLE 1705.2.2, ITEM 2b <br /> 1903.1"" AWS D1.4" <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 THANACI 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 "TABLE <br /> 1705.3" 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 /> CONCRETE AIR CONTENT 3". ASTM C231 X <br /> TABLE °'ACI318: 1.3.2.D 1705.3" <br /> CONCRETE PLACEMENTX <br /> 1705.3" ACI 318: 5.9-5.10" 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 <br /> REQUIREMENTS REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) <br /> FABRICATION OF STRUCTURAL 1704.2.5.2 AISC 360 N2 X <br /> ELEMENTS APPROVAL BASED ON NATIONALLY RECOGNIZED INSPECTION <br /> ACCREDITING AUTHORITY.. <br /> FREQUENCY <br /> "AISC 360 A3.3 SYSTEM or MATERIAL REMARKS <br /> AISC 360 N 3.2 REFERENCE REFERENCE <br /> IBC CODE CODE or STANDARD <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 " INSTALLATION OF ANCHORAGE OF ,`' <br /> ELECTRICAL EQUIPMENT FOR <br /> EMERGENCY OR STANDBY POWER 1705.11.6 X <br /> FOR STRUCTURAL SYSTEMS 1 <br /> RCSC SPECIFICATION <br /> JOINTS USING ASTM INSTALLATION OF OTHER SEISMIC <br /> SNUG TIGHT JOINT HIGH STRENGTH 1705.2.1.1 A325 OR A490 BOLTS X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG SUPPORTS FOR DESIGNATED <br /> BOLT INSTALLATION SECTION 9 <br /> ELECTRICAL SYSTEMS AND THEIR 1705.11.6 X <br /> AISC 360,SECTION COMPONENTS <br /> M2.5" <br /> "ASTM A6 r <br /> ASTM STANDARDS <br /> SPECIFIED IN L REP RT <br /> MATERIAL VERIFICATION OF 1705.2.1 CONSTRUCTION <br /> STRUCTURAL STEEL 2203.1 DOCUMENTS X CERTIFIED MIL TEST O S <br /> TABLE 1705.2" <br /> AISC 360N3.2 <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 AISC 360 A3.5 • <br /> TABLE 1705.2 X MANUFACTURER'S CERTIFICATE OF COMPLIANCE <br /> FILLER METALS APPLICABLE AWS A5 <br /> 1 <br /> DOCUMENTS" <br /> I <br /> COMPLETE AND PARTIAL JOINT "AWS D1.1 <br /> TABLE 1705.2 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 "AWS D1.1 <br /> TABLE 1705.2 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> GREATER THAN 5/16" SECTION 6" <br /> i <br /> "AWS D1.1 <br /> I • <br /> PLUG AND SLOT WELDS TABLE 1705.2 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> 6"SECTION ISSUE® FOR <br /> SINGLE PASS FILLET WELDS LESS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 <br /> THAN OR EQUAL TO 5/16"" SECTION 6" CONSTRUCTION <br /> MATERIAL VERIFICATION OF "TABLE 1705.2 "ACI 318:3.5.2 STRUCTURAL <br /> REINFORCING STEEL FOR WELDING 1705.2.2.1.2"" AWS D1.4" X CERTIFIED MILL TEST REPORTS <br /> Our difference <br /> 1 is engineered. <br /> www.harrisgroup.com <br /> i <br /> PROJECT NO: 0012630.04 <br /> fitaitarkir <br /> 1 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE .�'g,0 M. 11'.` ACCEPTABILITY , R. PINLAC 10.30.18 GENERAL STRUCTURAL NOTES - SHEET 2 W6036604 07.09.19 <br /> A BSA STRINGER GANTRY - IFC REMOVAL EXCAVATION W6036604 HG RLT 03.28.19 �� of WA. THIS DESIGN AND/OR CHECKED <br /> " 5 S ���� SPECIFICATION IS APPROVED I R. PINLAC 03.28.19 SHEET <br /> • ° n• ,<., o 0 ENGINEER TITLE BSA STRINGER GANTRY <br /> B BSA STRINGER GANTRY - IFC STRUCTURAL W6036604 HG RLT 07.09.19 <br /> APPROVED BY DEPT. DATE A.BEHROOZI 03.28.19 S2h <br /> f +�.,� CHECKED C�Q � _ <br /> 'T A.APPROED WARNER 03.28.19 BUILDING O O V N JOB NO. COMP NO. <br /> °�o 4,�63436�p A, R. THIRTYACRE 03.28.19 W6036604 <br /> .� GISTEg „' <br /> �s ONAL oti APPROVED STRUCTURAL MASTER EVERETT, WA DWG NO. 40-058-S2h <br /> sj .7/09/2019 <br />