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SPECIALINSPECTION IINSPECTIONOFHIGH-STRENGTHBOLTING SPECIALINSPECTION - STRUCTURALMASONRY � � � � I ����� �
<br /> �
<br /> a SPECIAL INSPECTION - GENERAL VERIFICATIONIMSPECTION/TESTING FRE�UENCY REFERENCE ALL MASONRY SHOWN ON STRUCTURAL DRAWINGS MCLU�ING MASONRY SHOWN IN TYPICAL
<br /> � DETAILS BUT LOCATED ON ARCHITECTURAL DRAWINGS.
<br /> � THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTMG PER IBC SECTION 1705, THIS MSPECTION TASKS PRIOR TO BOLTMG
<br /> WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIRED BY THE CITY OF EVERETT TO LEVEL B QUALITY ASSURANCE� ENGINEERED MASONRY IN STRUCTURES ASSIGNED TOOCCUPANCY �
<br /> m PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFlE�. THE FRE�UENCY OF INSPECTIONS 1. MANUFACTURER'S CERTIFICATIONS CONTINUOUS AISC TABLE N5.6-1 CATEGORY I, II, OR III.
<br /> N AND TESTING SHALL BE AS OUTLINED BELOW. DEFIGENCIES SHALL BE REPORTED DAILY TO THE AVAILABLE FOR FASTENER MATERIALS
<br /> % CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLYTO THE OWNER, ARCHITECT, VERIFICATIONIINSPECTION/TESTING FREQUENCY REFERENCE
<br /> '� CONTRACTOR, BUILDINGOFFICIAL, ANDSTRUCTURALENGINEER. SEETHESPEGRCATIONSFOR 2, FASTENERSMARKEDINACCORDANCE PERIODIC AISCTABLEN5.6-1 CBREHeery, Inc.
<br /> � ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING, WITH ASTM REQUIREMENTS 1. VERIFY COMPLIANCE WITH THE PERIODIC AG 530.11 100 East Pine Street, Suite 300
<br /> � APPROVED SUBMITTALS. ASCE 6RMS 602�. Orlando, Plorida 32801 �
<br /> SPECIAL INSPECTION � STRUCTURAL STEEL 3. PROPER FASTENERS SELECTED FOR THE PERIODIC AISC TABLE NS.G1 1.5 407.992.6300
<br /> JOINT DETAIL (GRADE, TVPE, BOLT
<br /> STRUCTURAL STEEL THAT IS PART OF THE STRUCTURE. THE SPEqAL INSPECTIONS INDICATED LENGTH IN THREADS ARE TO BE 2. AS MASONRY CONSTRUCTION BEGINS,
<br /> HEREIN APPLY TO BOTH SHOP-FABRICATED AN� FlELD-ERECTED WORK SPECIAL WSPECTION OF EXCLUDED FROM SHEAR PLANE) VERIFY THAT THE FOLLOWING ARE AA 0002293
<br /> SHOP-FABRICATED MATERIAL SHALL BE PERMITTED TO BE WAIVED IF THE WORK IN PERFORMED IN W COMPLIANCE�. EB 0005176 �
<br /> THE SHOP OF AN AISCAPPROVED FABRICATOR IN ACCORDANCE WITH AISC 360-10. 4. PROPER BOLTING PROCEDURE SELECTED PERIODIC AISC TABLE N5.6-1 A. PROPORTIONS OF SITE-PREPARED PERIODIC ACI530.11 ��
<br /> FOR THE JOINT DETAIL MORTAR, ASCE 6ffMS 602:
<br /> INSPECTION OF WELDING 2,L 2.6A
<br /> 5. CONNECTINGELEMENTS, INCLUDMG PERIODIC AISCTABLEN5.6-1 SNOHOMISH
<br /> VERIFICATIONIINSPECTIONITESTING FREQUENCY REFERENCE THE APPROPRIATE FAYING SURFACE B. CONSTRUCTION OF MORTAR JOINTS. PERIO�IC ACI 530.11 CO U NTY
<br /> CONDITION AND HOLE PREPARATION, ASCE 6lTMS 602: �
<br /> INSPECTION TASKS PRIOR TO WELDING IF SPEGFIED, MEET APPLICABLE 3.38 �
<br /> REQUIREMENTS CO U RTH O U S E
<br /> 1. WELDINCPROCEDURE &PECIFlCATIONS CONTINUOUS AISCTABLCN5.4-1 Q GRADEANDSIZEOFPRESTRESSING PERIODIC AG530.11
<br /> (WPSs) AVAILABLE 6 TESTNGBYLINSTOALLATIONPERSONNEL PERIO�IC AISCTABLENS.Gi TENDONSANDANCHORAGES. Z�BEZ HMS602� RENOVATION
<br /> 2. MANUFACTURERCERTIRCATIONSFOR CONTINUOUS AISCTABLEN5.4-1 OBSERVEDANDDOCUMENTEDFOR ��
<br /> WELDINGCONSUMABLESAVAILABLE FASTENERASSEMBLIESANDMETHODS D. LOCATIONOFREINFORCEMENT, PERIODIC ACI530.11
<br /> USED CONNECTORS, PRESTRESSING ASCE6RM5602'.
<br /> 3. MATERIALIDENTIFICATION PERIODIC AISCTABLEN5.44 TENDONS, ANDANCHORAGES. 34,3.6A
<br /> (TYPEIGRADE) 7. PROPER STORAGE PROVIDED FOR BOLTS, PERIODIC AISC TABLE N5.6-1
<br /> NUTS, WASHERSANDOTHERFASTENER E PRESTRESSINGTECHNIQUE. PERIODIC ACI530,11 �
<br /> 4. WELDERIDENTIFICATIONSYSTEM PERIO�IC AISCTABLEN5.4-1 COMPONENTS ASCE6ITMS602: projectnumber �
<br /> 3.6B
<br /> 5. FIT-UP OF GROOVE JOWTS QNCLUDING PERIODIC AISC TABLE N5.4-1 INSPECTION TASKS DURING BOLTING Project Number
<br /> JOINTGEOMETRY) 3. PRIORTOGROUTING, VERIFYTHAT
<br /> A. JOINT PREPARATION L FASTENER ASSEMBLIES, OF SUITABLE PERIODIC AISC TABLE N5.6-2 THE FOLLOWING ARE IN COMPLIANCE consultants/constmction managers �
<br /> B. DIMENSIONS (ALIGNMENT, R00T CONDITION, PLACED IN ALL HOLES A. GROUT SPACE. PERIODIC ACI 530.11 "
<br /> OPENING, ROOT FACE, BEVEL) AND WASNERS QF REQUIRED)ARE ASCE 61TMS 602:
<br /> � C. CLEANLMESS (CONDITIONOF POSITIONEDASREQUIRED 32D, 32F
<br /> STEELSURFACES) �
<br /> D. TACKING (TACKWELD �UALITY 2, JOINTBROUGHTTOTHESNUG-TIGHT PERIODIC AISCTABLEN5,6-2 B. GRADE, TYPE, ANDSIZEOF PERIODIC ACI5301
<br /> AND LOCATION) CONDITION PRIOR TO THE REMFORCEMENT AND ANCHOR BOLTS, ASCE 5lTMS 402: .
<br /> E BACKINGTYPEANDFITpF PRETENSIONINGOPERATION ANDPRESTRESSINGTENDONSAND 6.1', �
<br /> APPLICABLE) ANCHOR4GES. ACI 530.1/
<br /> 3 FASTENERCOMPONENTNOTTURNEDBY PERIODIC AISCTABLEN5.6-2 � ASCE61TM5602:
<br /> 6. CONFlGURATION AND FINISH OF PERIODIC AISC TABLE N5.4-1 THE WRENCH PREVENTED FROM 2.4, 3.4
<br /> ACCESS HOLES ROTATING �
<br /> 0. PLACEMENTOFREINFORCEMENT PERIODIC ACI5301 '
<br /> Z FlT-UPOFFILLETWELDS PERIODIC AISCTABLEN5.4-1 4. FASTENERSAREPRETENSIONEDIN PERIODIC AISCTABLENS.&2 AN� CONNECTORSAND ASCE5lTMS402',
<br /> A. DIMENSIONS (ALIGNMENT, GAPS ACCORDANCE WITH THE RCSC PRESTRESSING TENDONS AND 6,1, 62,1, 62.6,
<br /> ATR00T) SPEGFICATIONPROGRESSING � ANCHORAGES. 6,27;
<br /> 8. CLEANLINESS (CONDITION OF SYSTEMATICALLY FROM THE MOST RIGID ACI530.11
<br /> STFFI SIIRFACFS) POINT TOWARD THE FREE EDGES ASCE 6ITMS 602:
<br /> � C. TACKING (TACK WELD �UALITY 3.4, 3.6A .
<br /> AND LOCATION) INSPECTION TASKS AFTER BOLTING
<br /> . D. PROPORTIONS OF SITE-PREPARED PERIODIC ACI530.11
<br /> 8, CHECK WELDING EQUIPMENT PERIODIC AISC TABLE N5.4-1 1. DOCUMENT ACCEPTANCE OR REJECTION CONTINUOUS AISC TABLE N5.6-3 GROUT AND PRESTRESSING GROUT ASCE 61TMS 602�.
<br /> OFBOLTEDCONNECTIONS FORBONDEDTENDONS. 2.68, 2.4G.1(B) A �
<br /> INSPECTION TASKS DURING WELDING { -
<br /> INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION E. CONSTRUCTION OF MORTAR JOINTS. PERIODIC AG 530.11 t
<br /> 1. USEOFQUALIREDWELDERS PERIODIC AISCTABLEN5.4-2 PRIORTOCONCRETEPLACEMENT ASCE6lTMS602�. E.��� ���
<br /> 3.3B
<br /> 2. CONTROLANDHANDLINGOFWELDING PERIODIC AISCTABLENSA-2 VERIFICATIONIINSPECTIONRESTING FREDUENCY REFERENCE �
<br /> CONSUMABLES 4. VERIFYDURINGCONSTRUCTION: MAGNUSSON �
<br /> A. PACKAGING 1. PLACEMENTAN� INSTALLATION OF CONTINUOUS AISC TABLE N6.1 A. SIZE AND LOCATION OF PERIO�IC ACI530,11 I� �
<br /> B. EXPOSURECONTROL STEELDECK STRUCTURALELEMENTS, ASCE6ITMS602 KLEMEIVCIC
<br /> 33F ASSOCIATES
<br /> 3. NOWELDINGOVERCRACKEDTACKWELDS PERIODIC AISCTABLEN5.4-2 2, PLACEMENTANDINSTALLATIONOF CONTINUOUS AISCTABLEN6.1
<br /> STEELHEADEDSTUDANCHORS B. TYPE, SIZEANDLOCATIONOF PERIODIC ACI5301 .
<br /> 4. ENVIRONMENTAL CONDITIONS PERIODIC AISC TABLE N5.4-2 ANCHORS, INCLUDING OTHER ASCE 5/TMS 402: -
<br /> A. WIND SPEED WITHIN LIMITS 3. �OCUMENT ACCEPTANCE OR REJECTION CONTINl10US AISC TABLE N6.1 DETAILS OF ANCHORAGE OF 12.1�E),
<br /> B. PRECIPITATIONANDTEMPERATURE OFSTEELELEMENTS MASONRYTOSTRUCTURALMEMBERS, 6,1.4.3, 62 seaVsignature
<br /> � FRAMES OR OTHER CONSTRUCTION. N�S���M1� Sp
<br /> 5, WPSFOLLOWED PERIODIC AISCTABLEN54-2 SPECIALINSPECTION -CONCRETE �.��+QSoeH'nsv�,� ?rF�
<br /> A. SETTINGS ON WELDING E�UIPMENT C. WELDMG OF REMFORCEMENT. CONTINUOUS ACI53Dl a = g N
<br /> B. TRAVEL SPEED CONCRETE THAT IS PART OF THE STRUCTURE, INCLUDING CONCRETE CAST ON ASCE SI�MS 402 -
<br /> 0. SELECTED WELDING MATERIALS STEEL DECK AND SHOTCRETE. 8.1.672, -
<br /> D. SHIELDINGGASTYPEIFLOWRATE 9.3,3A(C), mo�cr� '°'^. �,.�"��`��`
<br /> E PREHEATAPPLIED VERIFICATIONIINSPECTIONRESTING FRE�UENCY REFERENCE 11,3.3A�B) �FSstoNntNE�`
<br /> F. INTERPASS TEMPERATURE �
<br /> MAINTAWED (MIN./MAX) 1, INSPECTION OF REMFORCING STEEL, PERIODIC ACI 318: CH 20, �, PREPARATION, CONSTRUCTION, AND PERIODIC ACI 530,V ..
<br /> G. PROPER POSITION (F, V, H, OH) INCLUDING PRESTRESSING TENDONS, 25.2, 25.3, PROTECTION OF MASONRY �URING ASCE 6RMS 602�,
<br /> AND PLACEMENT. 26.6.1-26.6.3; COLD WEATHER (TEMPERATURE 1 8C. 1.8D issued for date
<br /> 6. WEL�ING TECHNIQUES PERIODIC AISC TABLE N5.4-2 IBC'. 1906.4 BELOW 40°F) OR HOT WEATHER 100°/ CONSTRUCTION
<br /> A. INTERPASS AND FINAL CLEANING (TEMPERATURE ABOVE 90°F). DOCUMENTS O5/04/2018
<br /> B, EACH PASS WITHIN PROFlLE 2. INSPECTION OF REINFORCING STEEL
<br /> LIMITATIONS WELDING AND MECHANICAL SPLICING E. APPLICATION AND MEASUREMENT CONTINUOUS ACI 530,11 item
<br /> 0. EACH PASS MEETS DUALITY A. VERIFY WELDABILITY OF PERIODIC AWS D1.4; OF PRESTRESSMG FORCE. ASCE 6lTMS 602: date
<br /> REQUIREMENTS REWFORCING BARS OTHER AC1318�. 26.64 � � 3.68
<br /> THAN ASTM A706. 1 ASI NO. 03 07IO2/2018
<br /> INSPECTIONTASKSAFTERWELDING F. PLACEMENTOFGROUTAND CONTINUOUS ACI530.11
<br /> B. INSPECT SINGLE-PASS FILLET- PERIODIC AWS D1.4; PRESTRESSING GROUT FOR BONDED ASCE 6(TMS 602' ..
<br /> 1. WELDS CLEANED PERIODIC AISC TABLE N5.43 WELDS, MAXIMUM 5116" ACI 318'. 26.6.4 TENDONS IS W COMPLIANCE 3.5, 3.6C
<br /> 2. SIZE, LENGTH, LOCATION OF WELDS CONTINUOUS AISC TABLE N5.4-3 C. INSPECT ALL OTHER WELDS CONTINUOUS AWS D1.4�, 5. OBSERVE PREPARATION OF GROUT PERIODIC ACI 530.11
<br /> STEEL, ACI 318: 26.6A SPECIMENS, MORTAR SPECIMENS ASCE 6l�MS 602�.
<br /> 3. WELDS MEET VISUAL ACCEPTANCE CONTINUOUS AISC TABLE N5,4-3 ANDIOR PRISMS. 1.4B2.A$,
<br /> CRITERIA 3. INSPECTANCHORSCAST CONTINUOUS ACI318: 17.82 1.4B,2.8.3, �
<br /> A. CRACK PROHIBITION IN CONCRETE, 1.4B.2.C.3, ��
<br /> B. WELDIBASE-METALFUSION 1.4B,3, 1.4B.4
<br /> C. CRATERCROSSSECTION 4. INSPECTANCHORSPOST-INSTALLED
<br /> D. WELD PROFILES IN HARDENED CONCRETE MEMBERS', SPECIAL INSPECTION � CAST-IN�PLACE DEEP FOUNDATION ELEMENTS
<br /> . E. WELD SIZE A. ADHESIVE ANCHORS INSTALLED CONTINUOUS ACI 318; 1Z82.4 �
<br /> � F. UNDERCUT IN HORIZONTALLY OR UPWARDLY CAST-IN-PLACE DEEP FOUNDATION ELEMENTS THAT SUPPORT THE STRUCTURE
<br /> G. POROSITY MCLINED ORIENTATIONS TO (IN ACCORDANCE WITH THE APPROVE� GEOTECHNICAL REPORT),
<br /> RESIST SUSTAINED TENSION LOADS.
<br /> 4, ARCSTRIKES CONTINUOUS AISCTABLEN5.43 VERIFICATIONIINSPECTION/TESTING FRE�UENCY REFERENCE
<br /> B. MECHANICALANCHORSANDADHESIVE PERIODIC ACI318�. 17.82
<br /> 5, K-AREA CONTINUOUS AISCTABLEN5.4-3 ANCHORSNOTDEFINEDIN4A. 1. INSPECTDRILLINGOPERATIONSAND CONTINUOUS IBC: TABLE1705.8 -
<br /> MAINTAW COMPLETE AND ACCURATE - �
<br /> 6. BACKING REMOVEDAND WELD TABS CONTINUOUS AISC TABLE N5.43 5. VERIFY USE OF RE�UIRED DESIGN PERIODIC ACI318: CH 19, RECORDS FOR EACH ELEMENT.
<br /> REMOVED QF RE�UIREDJ MIX. 26.4, 26.4.4; N
<br /> IBC: 1904,1, 2. VERIFY PLACEMENT LOCATIONS AND CONTINUOUS IBC: TABLE 1705.8 �
<br /> . 7. REPAIRAGTNITIES CONTINUOUS AISGTABLEIV5.4-3 1904.2, 1908.2, PLUMBNESS, CONFlRMELEMENT � '
<br /> 1908.3 DIAMETERS, BELLDIAMETERS ���sE�AAPn��s�A�ErAom � "
<br /> 8. �OCUMENTACCEPTANCEORREJECTION CONTINUOUS AISCTABLEN54-3 QFAPPLICABLE), LENGTHS, r�i oA`i°uo"scaoEE�"�Es
<br /> � OF WELDED JOINT OR MEMBER 6. PRIOR TO CONCRETE PLACEMENT, CONTINUOUS ASTM'. C172, C31, EMBEDMENT INTO BEDROCK or+uorrxoA.Haar+ows
<br /> FABRICATESPECIMENSFORSTRENGTH C94; QFAPPUCABLE), ANDADE�UATE
<br /> � TESTS, PERFORM SLUMP AN� AIR ACI 318: 26,4, END-BEARMG STRATA CAPACITY.
<br /> N � CONTENTTESTS, ANDDETERMINE 26.12�, RECORDCONCRETEORGROUTVOLUMES. CITYOFEVERETT �
<br /> � THE TEMPERATURE OF THE CONCRETE IBC: 1908.10 REVIEWED FOR PERMIT �
<br /> � 3. FOR CONCRETE ELEMENT, PERFORM - IBQ TABLE 1705.8
<br /> = 7. INSPECTCONCRETEANDSHOTCRETE CONTINUOUS ACI318: 26b; ADDITIONAL INSPECTIONSIN
<br /> � PLACEMENTFORPROPERAPPLICATION IBC: 1908.6, ACCORDANCEWITHTHECONCRETE sheettitle
<br /> � TECHNI�UES. 19087, 1908.8 INSPECTIONSSPEGFIEDABOVE. GENERAL NOTES
<br /> 8. VERIFY MAINTENANCE OF SPECIFIED PERIODIC AC1318: 26.5,3-
<br /> o . CURING TEMPERATURE AND 26.5.5;
<br /> in
<br /> TECHNI�UES. IBC: 1908.9
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