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<br />SPECIAL INSPECTION SCHEDULES
<br />TASK- INDICATES WHETHER TO OBSERVE OR PERFORM (OR BOTH) THE INSPECTION TASK.
<br />D THE * "R SHALL PREPARE REPORTS RICATING THAT THE WORK HASBEEN RO D IN ACCORDANCE
<br />THE CONTRACT DOCUMENTS.
<br />0 - THESE FUNCTIONS ON A RANDOM, DAILY BASIS, OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS. FREQUENCY
<br />OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED INACCORDANCE WITH THE
<br />APPLICABLE DOCUMENTS.
<br />P - PERFORM=tom EACH JOINT OR PRIOR O THE FINAL ACCEPTANCE F THE ITEM.
<br />QC - TASKS INDICATED AS "QC" SHALL BE EXECUTED BY THE FABRICATOR AND ERECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N.
<br />QA - TASKS INDICATED AS "QA" SHALL BE EXECUTED BY THE SPECIAL INSPECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N.
<br />ITEM
<br />CONTINUOUS
<br />PERIODIC
<br />REFERENCE
<br />IBC REFERENCE
<br />REMARK
<br />STANDARD
<br />1. FRP MATERIALS
<br />X
<br />ACI 440
<br />SEE MANUFACTURER'S REQUIREMENTS
<br />2. FRP PLACEMENT
<br />X
<br />ACI 440
<br />SEE MANUFACTURER'S REQUIREMENTS
<br />3. ANCHOR INSERTS
<br />X
<br />DURING PLACEMENT
<br />4. USE OF REQUIRED EPDXY CONCRETE
<br />X
<br />SEE MANUFACTURER'S REQUIREMENTS
<br />5. EPDXY CONCRETE PLACEMENT
<br />X
<br />SEE MANUFACTURER'S REQUIREMENTS
<br />6. FRP CURING
<br />X
<br />ACI 440
<br />SEE MANUFACTURER'S REQUIREMENTS
<br />7. INSPECT ANCHORS POST -INSTALLED IN
<br />HARDENED CONCRETE MEMBERS 2
<br />�. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY
<br />OR UPWARDLY INCLINED ORIENTATIONS TO
<br />X
<br />ACI 313: 17.3.2.4
<br />RESIST SUSTAINED TENSION LOADS
<br />b. MECHANICAL ANCHORS AND ADHESIVE
<br />X
<br />ACI 313: 17.3.2
<br />ANCHORS NOT DEFINED IN 7a
<br />3. VERIFY USE OF REQUIRED DESIGN MIX
<br />ACI 316:
<br />1904.1,
<br />CH. 19,
<br />1904.2,
<br />o
<br />X
<br />26.4.3, 26.4.4
<br />2
<br />1908.,
<br />1908.10
<br />1. ITEMS MARKED WITH AN "X'REQUIRE INSPECTION BY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL, THE ENGINEER, AND THE EVERGREEN STATE COLLEGE.
<br />2. TESTING AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER, BUILDING OFFICIAL, AND CONTRACTOR.
<br />INSPECTION TASKS PRIOR TO WELDING
<br />REFERENCED
<br />STANDARD
<br />IBC
<br />REFERENCE
<br />INSPECTION TASKS PRIOR TO WELDING
<br />QC
<br />QA
<br />AISC 360 CH. N
<br />AND AWS D1.1
<br />1705 21
<br />WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE
<br />P
<br />P
<br />MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE
<br />P
<br />P
<br />MATERIAL IDENTIFICATION (TYPE / GRADE)
<br />O
<br />O
<br />WELDER IDENTIFICATION SYSTEM'
<br />O
<br />O
<br />FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,
<br />DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS
<br />(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION),
<br />BACKING TYPE AND FIT (IF APPLICABLE)
<br />O
<br />O
<br />CONFIGURATION AND FINISH OF ACCESS HOLES
<br />O
<br />O
<br />FIT -UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS
<br />(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION)
<br />O
<br />O
<br />CHECK WELDING EQUIPMENT
<br />O
<br />=
<br />INSPECTION TASKS DURING WELDING
<br />REFERENCED
<br />STANDARD
<br />IBC
<br />REFERENCE
<br />INSPECTION TASKS DURING WELDING
<br />QC
<br />QA
<br />AISC 360 CH. N
<br />AND AWS D1.1
<br />1705.2.1
<br />USE OF QUALIFIED WELDERS
<br />O
<br />O
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROL
<br />O
<br />O
<br />NO WELDING OVER CRACKED TACK WELDS
<br />O
<br />O
<br />ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND
<br />TEMPERATURE
<br />O
<br />®
<br />WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED
<br />WELDING MATERIALS, SHIELDING GAS TYPE / FLOW RATE, PREHEAT APPLIED, INTERPASS
<br />TEMPERATURE MAINTAINED (MINIMUM / MAXIMUM), PROPER POSITION (F , V , H , OH)
<br />O
<br />O
<br />WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE
<br />LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS
<br />O
<br />O
<br />INSPECTION TASKS AFTER WELDING
<br />REFERENCED
<br />STANDARD
<br />IBC
<br />REFERENCE
<br />INSPECTION TASKS AFTER WELDING
<br />QC
<br />QA
<br />AISC 360 CH. N
<br />AND AWS D1.1
<br />1705.2.1
<br />WELDS CLEANED
<br />O
<br />O
<br />SIZE, LENGTH AND LOCATION OF WELDS
<br />P
<br />P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION, WELD / BASE -METAL
<br />FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY
<br />P
<br />P
<br />ARC STRIKES
<br />P
<br />P
<br />k-AREA 2
<br />P
<br />P
<br />BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
<br />P
<br />P
<br />REPAIR ACTIVITIES
<br />P
<br />P
<br />DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
<br />P
<br />P
<br />THE
<br />FABRICATOR OR
<br />ERECTOR,
<br />.-lR APPLICABLE, SHALL MAINTAIN .1. SYSTEM
<br />E BY WHICH A WELDER
<br />E WHO
<br />H HAS
<br />. WELDED
<br />'.- .D A JOINT
<br />." OR
<br />WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT
<br />THE WEB k-AREA FOR CRACKS WITHIN 3 INCHES OF WELD.
<br />MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE.
<br />a'-f L.
<br />INSPECTION TASKS PRIOR TO BOLTING REFERENCED IBC
<br />STANDARD REFERENCE
<br />INSPECTION TASKS PRIOR TO BOLTING QC QA
<br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P
<br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
<br />PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF O O
<br />THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
<br />PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL _ O O AISC 360 CH. N 1705.2.1
<br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION O O
<br />AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS
<br />PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED P O
<br />AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED
<br />PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER O O
<br />COMPONENTS
<br />INSPECTION TASKS DURING BOLTING REFERENCED IBC
<br />STANDARD REFERENCE
<br />INSPECTION TASKS DURING BOLTING QC QA
<br />0 FO
<br />FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS
<br />(IF REQUIRED) ARE POSITIONED AS REQUIRED
<br />JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O O AISC 360 CH. N 1705.2.1
<br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O
<br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, O O
<br />PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES
<br />INSPECTION TASKS AFTER BOLTING REFERENCED IBC
<br />STANDARD REFERENCE
<br />INSPECTION TASKS AFTER BOLTING QC QA
<br />AISC 360 CH. N 1705.2.1
<br />DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P
<br />ENGINEER'S SEAL
<br />EVERETT, WA 98201
<br />-O
<br />CITY OF
<br />_.I, A ;fir
<br />EVERETT, WA
<br />REVISIONS
<br />NO. DATE DESCRIPTION
<br />3/12/19 PERMIT RESUBMITTAL
<br />4/2/19 PERMIT RESUBMITTAL
<br />PROJECT PRINCIPLE: PNC
<br />PROJECT MANAGER_ PNC
<br />DESIGNED:
<br />SSS
<br />DRAWN: _
<br />EPP
<br />CHECKED:
<br />PNC
<br />DATE:
<br />03/19/2019
<br />PROJECT NUMBER:
<br />262018.055
<br />SHEET TITLE
<br />SPECIAL INSPECTION
<br />SHEET NUMBER
<br />t.Jh 7 Y ,rWsool
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