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<br /> � E IAL IN PECTIONS 13. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 15A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - 15B. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - � � a�
<br /> 1 1. S T A T E M E N T O F S P C S
<br /> CONSTRUCTION INSPECTION OF WELDING C O N S T R U C T I O N I N S P E C T I O N O F B O L T I N G �"��
<br /> O aN°.
<br /> IBC SI SO TITLE � I B C T A B L E 1 7 0 5.3 � �/ g N�
<br /> 1705.2 ✓ ✓ STEEL CONSTRUCTION(SEE TABLES 15A,15B,15C,15D,AND 15E) CONTINUOUS PERIODIC REFERENCED C O N T I N U O U S P E R I O D I C CONTINUOUS PERIODIC R E F E R E N C E D �1 1 � ��
<br /> REFERENCED SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL t,J �;,��
<br /> SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL IBC REFERENCE SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL STANDARD O N W
<br /> ' 1705.3 ✓ ✓ CONCRETE CONSTRUCTION(SEE TABLE 13) INSPECTION INSPECTION STANDARD INSPECTION INSPECTION STANDARD INSPECTION INSPECTION
<br /> Z ���
<br /> 1705.6 ✓ NR SOILS(SEE TABLE 12A} 1.INSPECT REINFORCEMENT,INCLUDING PRESTRESSWG ACI 318:CH.20, AISC 360 TABLE N5.4-1
<br /> A I S C 3 6 0 T A B L E N 5.6-1 =°o
<br /> � ( � `"�_
<br /> N/R ✓ 2 5.2,2 5.3, 1 9 0 8.4 1.P R I O R T O B O L T I N G,V E R I F Y A N D I N S P E C T T H E F O L L O W I N G: - `� ��~
<br /> 1 7 0 5.1 2.1 TENDONS,AND VERIFY PLACEMENT 2 6.6.1-2 6.5.3 1.P R IO R TO WELDWG,VERIFI'AND INSPECT THE FOLLOWING: �
<br /> ✓ ✓ STRUCTURAL STEEL-SEISMIC FORCE RESISTING SYSTEM _ �
<br /> 1705.13.1 _ A.MANUFACTURER'S CERTIFICATIONS FOR FASTENER MATERIALS ✓ N/R Q � ~ N�
<br /> 2.REINFORCING BAR WELDING: A.WELDING PROCEDURE SPECIFICATIONS(WPS) ✓ N/R W Z�� -
<br /> _ A.VERIFY WELDABILITY OF REINFORCING BARS N�R � AWS D1.4 _ B.MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES ✓ NIR AISC 360 A3.5 B.FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS N/R ✓ - � 0 N •
<br /> S I -S P E C I A L I N S P E C T I O N O T H E R T H A N A S T M A 7 0 6 A C I 3 1 8:2 6,6.4 .
<br /> SO =STRUCTURAL OBSERVATION C.MATERIAL IDENTIFICATION OF STRUCTURAL STEEL MEMBERS N/R ✓ AISC 360 A3.1 C.P R O P E R F A S T E N E R S E L E C T E D F O R J O I N T D E T A I L N/R A I A .
<br /> � ✓ =1 T E M I S R E Q U I R E D B. INSPECT SINGLE-PASS FILLET WELDS,MAXIMUM N�R � AWS D1.4 _ _ - � �
<br /> ' D.WELDER IDENTIFICATION SYSTEM N/R ✓ D.PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL N/R ✓ � _�
<br /> rUR =1TEM IS NOT REQUIRED %s;AND ACI 318:26.6.4 '
<br /> E.CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING � �
<br /> C.WSPECT ALL OTHER WELDS ✓ NIR AWS D1.4 _ E.FIT-UP OF GROOVE WELDS,INCLUDING JOINT GEOMETRY � �
<br /> SURFACE CONDITIONS AND HOLE PREPARATION,IF SPECIFIED,MEET N/R ✓ - �� u�',
<br /> SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY.SEE ARCH,MECH AND ELEC ACI 318;26.6.4 APPLICABLE REQUIREMENTS � �
<br /> DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS. 1)JOINT PREPARATION �.�
<br /> . 3.INSPECT ANCHORS CAST IN CONCRETE N/R ✓ ACI 318:17.8.2 - F.PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION ; � •� �
<br /> 11.1 WSPECTIONITESTING REQUIREMENTS: 2)DIMENSIONS:ALIGNMENT,ROOT OPENING,ROOT FACE,BEVEL _ PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES ✓ N/R - L �'
<br /> 4.INSPECT ANCHORS POST-INSTALLED IN HARDENED N/R ✓ � �
<br /> CONCRETE MEMBERS: 3)CLEANLINESS:CONDITION OF STEEL SURFACES AND METHODS USED � (� '�
<br /> � � �
<br /> SEE DRAWWGS,SPECIFICATIONS,AND IBC SECTIONS 110,AND CHAPTER 17. G.PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASNERS,ANQ �� � ^�i �
<br /> A.ADHESNE ANCHORS INSTALLED IN 4)TACKING:TACK WELD QUALITY AND LOCATION OTHER FASTENER COMPONENTS N'R � W U � �
<br /> 11.2 WSPECTIONS BY THE BUILDING OFFICIAL(IBC SECTION 110): HORIZONTALLY OR UPWARDLY WCLINED � N/R ACI 318:17.8.2.4 - 5}BACKING TYPE AND FIT(IFAPPLICABLEj � � J
<br /> ORIENTATIONS TO RESIST SUSTAINED TENSION AISC 360 TABLE N5.n-2 ,
<br /> 11.2.1 FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE LOADS F.CONFIGURATION AND FINISH OF ACCESS HOLES N/R ✓ -' 2.DURING BOLTWG,VERIFY AND INSPECT THE FOLLOWING: '' �^ , � �
<br /> AND ANY REQUIRED REINFORCING IS IN PLACE.ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR � � � � �
<br /> � TO INSPECTION. B.MECHANICAL ANCHORS AND ADHESNE ANCHORS N/R ✓ ACI 318:17.8.2 . G.FIT-UP OF FILLET WELDS A.FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED W ALL N/R ✓ -
<br /> NOT DEFINED IN 4A 1)DIMENSIONS:ALIGNMENT,GAPS AT ROOT ✓ HOLES ANQ WASHERS(IF REQUIRED)ARE POSITIONED AS REQUIRED .� � O
<br /> 11.2.2 CONCRETE SLAB AND UNDER FLOOR INSPECTIONS SHALL BE MADE AFTER ALL IN SLAB OR UNDER ACI 318: NIR B.JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR 70 THE N�R � x�; V J
<br /> FLOOR REINFORCING,CONDUIT,PIPING AND OTHER ANCILLARY EQUIPMENT ITEMS AND 5.VERIFY USE OF REQUIRED DESIGN MIX N!R ✓ CH.19,26.4.3, 9904.1,1904.2, 2 CLEANLINESS:CONDITION OF STEEL SURFACES -
<br /> 1908.2,1908.3 � PRETENSIONING OPERATION � � ' �
<br /> ACCESSORIES ARE IN PLACE BUT PRIOR TO CONCRETE PLACEMENT OR FLOOR SHEATHING 26.4.4 3)TACKING:TACK WELD QUALITY AND LOCATION C.FASTENER COMPONENT NOT TURNED BY THE WRENCH PREV�NTED � W Q
<br /> � INSTALLATION. N/R ✓ - �
<br /> 6.PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS ASTM C 172 FROM ROTATWG
<br /> FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT ASTM C 31 H.CHECK WELDING EQUIPMENT N/R ✓ -- A 1 �
<br /> 11.2.3 FRAMING INSPECTIONS SHALL BE MADE AFTER ALL SHEATHING,FRAMING,BLOCKING AND BRACING ✓ N/R 1908.10 D,FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC W
<br /> ARE COMPLETE AND ALL PIPES,DUCTS,ELECTRICAL,PLUMBING,ETC.,ARE INSTALLED AND TESTS,AND DETERMWE THE TEMPERATURE OF THE ACI 318:26.4, AISC 360 TABLE N5.4-2 _ �
<br /> APPROVED PRIOR TO COVER. CONCRETE 26.�2 POENT'TOW RD THE�FREE DGESYSTEMATICALLY FROM TNE MOST RIGID N/R ✓
<br /> � � � � �
<br /> 2.DURING WELDING,VERIFY AND INSPECT THE FOLLOWWG: '�
<br /> 11.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE THE BUILDING OFFICIAL IS AUTHORIZED TO 7.INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR 1908.6, 1908.7, AISC 360 TABLE N5.6-3 �� L '� J � � '
<br /> ✓ N/R ACI318:26.5
<br /> MAKE OR REQUIRE OTHER INSPECTIONS OF ANY CONSTRUCTION WORK TO ASCERTAW PROPER APPLICATION TECHNIQUES 1908.8 A.USE OF QUALIFIED WELDERS NIR ✓ ^ , �7-� Q �
<br /> V �'
<br /> COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORCED BY THE BUILDING 8.VERIFY MAINTENANCE OF SPECIFIED CURWG N�R � ACI 318: 1908 9 B.CONTROL AND HANDLING OF WELDING CONSUMABLES 3.AFTER BOLTING,VERIFY AND INSPECT THE FOLLOWING: W � �
<br /> Mp � ■�
<br /> f OFFICIAL. TEMPERATURE AND TECHNIQUES 26.5.3-28.5.5 _ A.DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CQNNECTIONS ✓ N/R -
<br /> 1)PACKAGING NIR ✓ '�: � � �
<br /> 9.INSPECT PRESTRESSED CONCRETE FOR: � � � � '�
<br /> 11.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS(IBC CHAPTER 17}; 2)EXPOSURE CONTROL Q �
<br /> A.APPLICATION OF PRESTRESSING FORCES ✓ N/R ACI 318:26.10 - °' '� �
<br /> 11.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C.NO WELDING OVER CRACKED TACK WELDS NIR ✓ - '�' '-' ��
<br /> B.GROUTING OF BONDED PRESTRESSING TENDONS ✓ N/R ACI 318:26.10 - ~ � �
<br /> '� � � m
<br /> � D.ENVIRONMENTAL CONDITIONS .o v
<br /> 11.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE 10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS N/R ✓ ACI 318:26.8 - NOTES CONTINUE ON SH EET SO.O4 � a u a `'
<br /> REQUIREMENTS OF CHAPTER 17 OFTHE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE 1)WIND SPEED WITHIN LIMITS N/R ✓ -
<br /> BUILDING OFFICIAL. OMISSION FftOM THE LIST BELOW OF TESTING AND INSPECTION 11.VERIFY IN-SITU CONCRETE STRENGTH,PRIOR TO ¢ ��£ ��� '�
<br /> REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FRQM PROVIDING TESTING AND 2)PRECIPITATION AND TEMPERATURE ��..y„ � ,
<br /> STRESSING OF TENDONS IN POST-TENSIONED CONCRETE �
<br /> INSPECTION REQUIRED BY THE SPECIFICATIONS,THE IBC AND THE BUILDING OFFICIAL. AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM N/R ✓ ACI 318:26.11.2 -
<br /> UC U L SLABS E.WELDING PROCEDURE SPECIFICATIONS FOLLOWED 3������ ��
<br /> BEAMS AND STR T RA , �~ ~z�
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<br /> 11.3.3 TESTWG AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE 1)SETTINGS ON WELDING EQUIPMENT
<br /> ���` �
<br /> REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION. 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND ACI 318: ¢������
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<br /> 26.11.1.2b - 2)TRAVELSPEED dr "��z�a`
<br /> � DIMENSIONS OF THE CONCRETE MEMBER BEWG FORMED N�R � � ) �� �� � L o Q�w z�
<br /> 3)SELECTED WELDED MATERIALS O � `��� �7 W ��<N N J o
<br /> 11.4 STRUCTURAL OBSERVATION � �°� � r �-z�� E
<br /> 13.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 AS NOTED IN TABLE 13,INCLUDING: N�R � �� �x�' � �=Z�"3 0 �
<br /> 11.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION IN A MANNER AS 4)SHIELDING GAS TYPE AND FLOW RATE , m ' � w " o`�" F �
<br /> � a o ����w�N
<br /> �l � * 'a d' o w F w'^ - �
<br /> REQUIRED TO BECOME GENERALLY FAM�LIAR WITH THE IN PLACE CONSTRUCTION. w ' •�� a z � J�w�<�� �
<br /> 13.1.2 CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT FOR PROPERAPPLICATION TECHNI4UES. 5 PREHEATAPPLIED o � o � o �wo"=�
<br /> ) � �, �, <���w< R:;
<br /> 11.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE.TIMING AND DURATION OF � �`� �� � � �m�`�w m
<br /> OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING 13.1.3 CONTINUOUS SPECIAL INSPECTION OF BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. 6)INTERPASS TEMPERATURE MAINTAINED r�b�c S'��.�w� w `"��_&��
<br /> CONSTRUCTION. � 7)PROPER POSITION P 4� � w�~a a o�
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<br /> 13.1.5 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS =���w�� �
<br /> ��
<br /> �Q<<�¢� �
<br /> 11.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR DESCRIBED IN THE RESEARCH REPORTISSUED BY AN APPROVED SOURCE(ICC,IAPMO,ETC.). F.WELDING TECHNIQUES �������
<br /> �o�FZOw
<br /> GUARANTEE BY THE STRUCTURAL ENGINEER. 1)INTERPASS AND FINAL CLEANING � 'ZU-��
<br /> 13.2 ADDITIONAL REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC SECTION 1705.12. ��w�z -
<br /> v� 1 x�=a��'
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<br /> N/R ✓ - �°' �ao
<br /> �11.5 SPECIAL INSPECTOR:SHALL BE CURRENTLY WABO CERTIFIED. � � � � � � � � 2)EACH PASS WITHIN PROFILE LIMITATIONS � � � � � � ���,�`� ,����.;� Q�����,�� �
<br /> �. .
<br /> � 11.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE , 3)EACH PASS MEETS QUALITY REQUIREMENTS fr�
<br /> APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. AISC 360 TABLE N5.4-3 � � �
<br /> ' . . . � � � � � . . . � . . � . . . � �. 5�`
<br /> 11.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, 3.AFTER WELDING,VERIFY AND INSPECT THE FOLLOWING: O ';
<br /> ENGINEER OF RECORD,ARCHITECT OF RECORD;AND OTHER DESIGNATED PERSONS.ALL N�R � _ � y- � � o ��
<br /> ' DISCREPANCtES SHALL BE BROU�HT TO THE IMMEDIATE ATTENTION OF THE GENERAL A.WELDS CLEANED
<br /> CONTRACTOR FOR CORRECTION,THEN,IF NOT IN CONFORMANCE,TO THE PROPER DESIGN ✓ N�R . � � �
<br /> B.SIZE,LENGTH,AND LOCATION OF WELDS - - - `� o �`�'
<br /> AUTHORITY AND BUILDING OFFICIAL
<br /> � � � � o �
<br /> C.WELDS MEET VISUAL ACCEPTANCE CRITERIA �
<br /> o � V M '"' ;
<br /> 11.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING � N �k
<br /> 1)CRACK PROHIBITION �` � H � �
<br /> SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS ,, � � � '
<br /> - AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. 2)WELD TO BASE METAL FUSION j Q �
<br /> 3)CRATER CROSS SECTION x "
<br /> ✓ N/R - ~ a
<br /> /
<br /> 4)WELD PROFILES
<br /> �..�.e.; , ,�=„r���;�����,,,�,.��; „
<br /> L IN PECTIONS AND TESTS OF SOILS 5)wE�osizE
<br /> 12A. RE UIRED SPECIA S �
<br /> � 6)UNDERCUT ..
<br /> IBC TABLE 1705.6 �� �
<br /> � � �
<br /> � 7)POROSITY ` W � a �
<br /> CONTINUOUS SPECIAL PERIODIC SPECIAL �' �- � � `
<br /> SPECIAL INSPECTION OR TEST TYPE INSPECTION INSPECTION D.ARC STRIKES � N�R ' Q O L a �,
<br /> 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO N�R � E.k-AREA ✓ NIR - � z U
<br /> ACHIEVE THE DESIGN BEARING CAPACITY �
<br /> 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE F.BACKING REMOVED AND WELD TABS REMOVED,IF REQUIRED ✓ NIR - � Q
<br /> REACHED PROPER MATERIAL � � 4�
<br /> �°
<br /> N/R ✓ G.REPAIR ACTIVITIES ✓ NIR � O = o � .
<br /> � 3.PERFORM CLASSI F I C A T I O N A N D T E S T I N G O F C O M P A C T E D F I L L M A T E R I A L N/R ✓ H.D O C U M E N T A C C E P T A N C E O R R E J E C T I O N O F W E L D E D J O I N T O R � NIR - L � � �
<br /> 4.VERIFY USE OF PROPER MATERIALS,DENSITIES,AND LIFT THICKNESSES MEMBER � H o `n
<br /> DURING PLACEMENT AND COMPACTION OF COMPACTED FILL � N/R
<br /> �� � �
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<br /> 5.PRIOR TO PLACEMENT OF COMPACTED FILL,INSPECT SUBGRADE AND VERIFY � W W
<br /> THAT SITE HAS BEEN PREPARED PROPERLY N�R � � �
<br /> �- � � � ��
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<br /> 2. SPECIAL INSPECTIONS AND TESTS FOR EXISTING SITE SOIL CONDITIONS FILL PLACEMENT,AND LOAD-BEARING REQUIREMENTS PER � L c ^
<br /> 1 1 , i �•-� o
<br /> IBC 1705.6.,AS NOTED IN TABLE 12A. �
<br /> � � � � � � � � � �
<br /> 12.1.1 THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN ` �' �` -
<br /> PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. �
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