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<br /> � � IBC 2015 TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION IBC 2015 SECTION 1705.4 - ACI 530 TABLE 1.19.2 - LEVEL B QUALITY ASSURANCE
<br /> 0
<br /> w REFERENCED IBC MINIMUM TESTS
<br /> w VERIFICATION AND WSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE VERIFICATIOI� OF SLUMP FLOW AND VISUAL STABILTY INDEX(VSI)AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 V o
<br /> � 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT. - X ACI 318: 20, 25.2, 25.3, 1908.4 6.1.b.3 FOR SELF-CONSOLIDATING GROUT. Z �
<br /> 0 26.6.1-26.6.3 VERIFICATION OF fm AND fAAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY -
<br /> THIS CODE �
<br /> � 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 5b. - - AWS D1.4,ACI 318: - ^
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<br /> 0 3. INSPECTION OF ANCHORS CAST IN CONCRETE. - X aci s6s: 47.s.2 - IBC 2015 SECTION 1705.4 - REQUIRED SPECIAL VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION LEVEL B � � `�
<br /> v 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. - X _ � N �
<br /> Q
<br /> � a.ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED ORiENTATIONS TO RESIST X - A C I 3 1 8: 1 7.8.2.4 - T M S 4 O 2 / A C I T M S 4 0 6 /A C I � M � �
<br /> Z SUSTAINED TENSION LOADS
<br /> CONTINUOUS PERIODIC 530 /ASCE 5 530.1 / ASCE 6 = �' N
<br /> . �
<br /> � b. MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a. - X ACI 318: 17.8.2 - �cn � o
<br /> � 1. VERIFY COMPLIANCE WITH APPROVED SUBMITTALS.
<br /> o �VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH 19, 26.4.3, 1904.1, 1904.2, X A R T. 1.5 W � � ''_'
<br /> � 26.4.4 1908.2, 1908.3 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE � � ?'�
<br /> a � PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP X - ASTM C 172,ASTM C 1908.10 - L = �., a�
<br /> AND AIR CONTENT TESTS,AND DETERMINE THE TEMPERATURE OF CONCRETE. 31,ACI 318: 26.4, 26.12 a. PROPORTIONS OF SITE-PREPARED MORTAR X ART. 2.'i, 2.6A � � u,�a,
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<br /> � b. CONSTRUCTION OF MORTAR JOINTS X ART. 3.3 B U � ,i;u
<br /> � � INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATfON TECHNIQUES. X - ACI 318:26.5 1908.6, 1908.7, � ._ � �
<br /> � 1908.8 c. GRADE AND S1ZE OF PRESTRESSING TENDONS AND ANCHORAGES X ART. 2.4 B, 2.4 H L Z N 3 �
<br /> Z d. LOCATION OF REINFORCEMENT, CONNECTORS,AND X ART. 3.4, 3.6 A (n aO N 3
<br /> Q 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 26.5.3 -26.5.5 1908.9
<br /> a PRESTRESSING TENDONS AND ANCHORAGES '
<br /> 9. INSPECTION OF PRESTRESSED CONCRETE: ���k��; ��, G �����,�< �� .
<br /> e. PRESTRESSING TECHNIQUE X ART. 3.6 B �4�� �"�� `��� �"'"'���`
<br /> a. APPLICATION OF PRESTRESSING FORCES. X - ACI 318: 26.10 - ��� � ��� ������ ���
<br /> f. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X(b) X(c) ART. 2.1 C �� � '�'��-���f-������
<br /> b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIGFORCE-RESISTING SYSTEM. X - ACI 318: 26.10 - �� C,,, �-�'�����,���� •
<br /> 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: �y��� ����� ��„��.�����:
<br /> 10. ERECTION OF PRECAST CONCRETfE MEMBERS. - X ACI 318: CH 26.8 - a. GROUT SPACE X ART. 3.2 D, 3.2 F �� ��"'�'���'�� ���� ���x��
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<br /> 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENSONS IN POST - X ACI 318: 26.11.2 - � �, �
<br /> TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND b. GRADE,TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, X SEC. 1.16 ART.2.4, 3.4
<br /> STRUCTURAL SLABS. AND PRESTRESSING TENDONS AND ANCHORAGES o
<br /> 12. WSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING - X ACI 318: 26.11.1.2(b) - c. PLACEMENT OF REINFORCEMENT, CONNECTORS,AND X SEC. 1.16 ART. 3.2 E, 3.4, 3.6 A ��; o
<br /> FORMED. � PRESTRESSING TENDONS AND ANGHORAGES , �y��� � �� �
<br /> d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING X ART. 2.6 B, 2.4 G.1.b � r�. 1 �(J; �� o '
<br /> GROUT FOR BONDED TENDONS � ,� �?�,<� �
<br /> e. CONSTRUCTION OF MORTAR JOINTS X ART. 3.3 B �� • � r� �
<br /> 4. VERIFY DURING CONSTRUCTION:
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<br /> a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X ART. 3.3 F f(J� J
<br /> � � � � � b. TYPE, SIZE,AND LOCATION OF ANCHORS, INCLUDING OTHER X SEC. 1.16.4.3, 1.17.1 � ������,5� �`� �����
<br /> IBC 2015 SECTION 1705.5 INSPECTIONS FOR WOOD CONSTRUCTION DETAfLS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS,
<br /> FRAMES, OR OTHER CONSTRUCTION
<br /> INSPECTIONS REQUIRED c. WELDING REWFORCEMENT X SEC. 2.1.7.7.2,
<br /> 3.3.3.4(c), 8.3.3.4(b}
<br /> 1705.5 SPECIAL INSPECTIONS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES SHALL BE IN ACCORDANCE WITH IBC 1704.2.5 d. PREPARATION, CONSTRUCTION,AND PROTECTION OF MASONRY X ART. 1.8 C, 1.8 D
<br /> 1705.5.1 HIGH-LOAD DIAPHRAGMS(ALL DESIGNATED DIAPHRAGMS PER IBC 2306.2) SHALL BE INSTALLED ACCORDING TO THE PROVISIONS OF IBC 17042. DURING COLD WEATHER (TEMPERATURE BEL,OW 40°F)OR HOT W N
<br /> THE FOLLOWING SHALL BE INSPECTED: WEATHER(TEMPERATURE ABOVE 90°F) Q °' N �
<br /> a. WOOD STRUCTURAL PANEL SHEATHING -CONFIRM GRADE AND THICKNESS PER APPROVED CONSTRUCTION DOCUMENTS e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X ART. 3.6 B � N o ``
<br /> �- b. VERIFY SIZE OF FRAMING MEMBERS AT ADJOINING PANEL DEGES i � '
<br /> f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED X ART. 3.5, 3.6 C o 0
<br /> c. VERIFY NAIL OR STAPLE DIAMETER AND LENGTH TENDONS IS IN COMPLIANCE :
<br /> d. VERIFY NUMBER OF FASTENER LINES AND THE SPAClNG BETWEEN EACH FASTENER LINE AND AT EDGE MARGWS g. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF X(b) X(c) ART. 3.3 6.8 .
<br /> 1705.5.2 FOR METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60FT OR MORE,THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY THIN-BED MORTAR JOINTS ^
<br /> RESTRAINT/BRACWG AND PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED ACCORDING TO THE APPROVED TRUSS 5. OBSERVE PERPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS,AND/OR PRISMS
<br /> SUBMITTAL PACKAGE
<br /> X ART. 1.4 B.2.a.3, 1.4
<br /> 1705.12.2 SEISMIC RESISTING ELEMENTS: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING,ANCHORING AND OTHER FASTENING OF B.2.b.3, 1.4 B.2.c.3, 1.4 0 �
<br /> ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM- INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG-STRUTS, BRACES AND B.3, 1.4 B.4 � O '
<br /> HOLDOWNS-EXCEPT THAT SUCH IS NOT REQUIRED WHERE THE FASTENER SPACING IS MORE THAN 4"OC. p
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<br /> IBC 2015 TABLE 1705.fi REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS IBC 2015 AISC 360 MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS � � .
<br /> VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC SPECIAL °
<br /> SPECIAL INSPECTIONS FOR STEEL BUILDINGS z Q w
<br /> SPECIAL INSPECTION
<br /> (NSPECTION SPECIAL INSPECTIONS AND NON-DESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS IN BUILDINGS, STRUCTURES AND PORTIONS THEREOF SHALL �
<br /> �VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO - X BE IN ACCORDANCE WITH THE QUALITY ASSURANCE WSPECTION REQUIREMENTS OF AISC 360-10-CHAPTER N w � a,
<br /> ACHIEVE THE DESIGN BEARING CAPACITY. � o 0
<br /> �VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE - X IBC `lO�S AISC 3GO STEEL INSPECTIONS °�° 's w � o �
<br /> REACHED PROPER MATERIAL. °-° � � �
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<br /> � PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X INSPECTION TASKS QC QA � � � � w
<br /> �VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X - m t� o Q �- "
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<br /> DURING PLACEMENT AND COMPACITON OF COMPACTED FILL. � w c� cn x cn o c� a. o
<br /> 0= OBSERVE ITEMS ON A RANDOM BASIS -OPERATAIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS
<br /> � PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND - X �
<br /> VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. P= PERORM THESE TASKS FOR EACH ITEM NOTED AT EACH MEMBER
<br /> N5.4-1 INSPECTION TASKS PRIOR TO WELDING �
<br /> WELDING PROCEDURE SPECIFICATIONS(WPSs)AVAILABLE p p
<br /> MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE p p ,
<br /> MATERIAL IDENTIFICATION (TYPE/GRADE) O O '
<br /> WELDER IDENTIFICATION SYSTEM O O
<br /> FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY); JOINT PREPARATION; DIMENSIONS (ALIGNMENT ROOT OPENING, ROOT O O
<br /> FACE, BEVEL); CLEANLINESS (CONDITION OF STEEL SURFACES); TACKING(TACK WELD QUALITY AND LOCATION); BACKING TYPE
<br /> AND FIT(IF APPLICABLE)
<br /> CONFIGURATION AND FINISH OF ACCESS HOLES O O .L; �
<br /> FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT); CLEANLINESS (CONDlTION OF STEEL SURFACE); TACKING O O �/'� '
<br /> (TACK WELD QUALITY AND LOCATION) �J 1
<br /> CHECK WELDING EQUIPMENT p _ � �
<br /> N5.4-2 INSPECTION TASKS DURING WELDING ��
<br /> USE OF QUALIFIED WELDERS O O ^
<br /> CONTROL AND HANDILING OF WELDING CONSUMABLES: PACKAGING; EXPOSURE CONTROL p p 1��1
<br /> NO WELDING OVER CRACKED TACK WELDS O O � �
<br /> ENVIRONMENTAL CONDITIONS:WIND SPEED WITHIN LIMITS; PRECIPTITATION AND TEMPRATURE O O �
<br /> WPS FOLLOWED: SETfINGS ON WELDING EQUIPMENT;TRAVEL SPEED; SELECTED WELDING MKATERIALS; SHIELDING GAS O O �
<br /> TYPE/FLOW RATE; PREHEAT APPLIED; INTERPASS TEMPRATURE MAINTAINED (MIN/MAX); PROPER POSITION (F, V, H, OH)
<br /> WELQING TECHNIQUES: INTERPASS AND FINAL CLEANING; EACH PASS WITHIN PROFILE LIMITATIONS; EACH PASS MEETS QUALITY O O
<br /> REQUIREMENTS � . `
<br /> N5.4-3 INSPECTION TASKS AFTER WELDING ,L' '
<br /> WELDS CELANED p p O . �
<br /> SIZE, LENGTH AND LOCATION OF WELDS p p ��,� :
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION; WELD/BASE-METAL FUSION; CRATER CROSS SECTION; WELD P P �,��
<br /> PROFILES; WELD SIZE; UNDERCUT; POROSITY _ `
<br /> ARC STRIKES P P �
<br /> k-AREA P P ('� �
<br /> � BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) p p r-� .
<br /> REPAIR ACTIVITIES P P � �
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P �/'\
<br /> N5.6-1 INSPECTION TASKS PRIOR TO BOLTING �� 1 �
<br /> MANUFACTURERS CERTIFICATION 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 THREADS ARE TO BE EXCLUDED FROM O O
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<br /> � SHEAR PLANE) � "
<br /> z PROPER BOLOTING PROCEDURE SELECTED FOR JOINT DETAIL O O .�.� �
<br /> �J CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, O O � S-� � �
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<br /> � MEEET APPLICABLE REQUIREMENTS r�i (�j ,
<br /> `° PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER P O �-+ � �
<br /> � ASSEMBLIES AND METHODS USED C, � � �
<br /> � PROPER STIRAGE ORICUDED FIR BIKTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS O O Q '
<br /> � N5.6-2 WSPECTION TASKS DURING BOLTING N Q„) � �' �
<br /> � FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS(IF REQURIED)ARE POSITIONED AS O O � �+-' �
<br /> �
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<br /> w REQUIRED �
<br /> �' JOINT BROUGHT TO THE SNUG-TIGHT CONDITIO PRIOR TO THE PRETENSIONING OPERATION O O � � +� ,,.
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<br /> @ FASTENER CONPNENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING O O �""' � � '
<br /> � FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPEC, PRGRESSING SYSTEMATICALLY FROM THE MOST RIGID O O � � N � .
<br /> POINT TOWARD THE FREE EDGES ��� � N w
<br /> � N5.6-3 INSPECTION TASKS AFTER BOLTING
<br /> �
<br /> � DOCUMENT ACCEPTANCE OR REJECTION FO BOLTED CONNECTIONS P P
<br /> � � N6.1 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT
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<br /> ,'; � PLACEMENT AND INSTALLAATION OF STEEL DECK p p
<br /> � = PLACEMENT AND ISNTALLATION OF STEEL HEADED STUD ANCHORS P P
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<br /> N N DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P
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