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� <br /> � � <br /> 0 0 <br /> w co 0 <br /> Q � � <br /> ❑ o � � <br /> 201 � IBC TABLE 1705.3 2015 IBC REQUIRED SPECIAL INSPECTION & TEST OF OF STEEL CONSTRUCTION <br /> VERIFICATION AND INSPECTION CONTINUOUS PERIODIC RSTANDARDD J <br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Q <br /> �- <br /> 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: <br /> TYPE CONTINUOUS PERIODIC REFRENCED IBC � z O <br /> SPECIAL SPECIAL STANDARDa REFRENCE m � U <br /> INSPECTIONS INSPECTIONS a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS AISC 360, SECTION A3.3 � <br /> ----- X AND APPLICABLE ASTM � � � <br /> SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS �' � F- <br /> 1. INSPECT ANCHORS CAST IN CONCRETE. ----- X ACI 318: 17.82 - (� � U � <br /> ----- z � } O <br /> 2. INSPECT ANCHORS POST INSTALLED IN b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- X � � v m U <br /> HARDENED CONCRETEMEMBERS.b � � � � � <br /> O O O O <br /> � F- H F- F- <br /> a. D ESIVE ANCHORS INSTALLED IN 2. INSPECTION OF HIGH-STRENGTH BOLTING: � � � � <br /> HORIZONTALLY OR UPWARDLY INCLINED X _____ ACI 318: 17.8.2.4 <br /> ORIENTATIONS TO RESIST SUSTAINED ----- � � � � <br /> TENSION LOADS. a. SNUG-TIGHT JOINTS. ----- X AISC 360, SECTION M2.5, N5 � � � � <br /> b. MECHANICAL ANCHORS AND ADHESIVE <br /> TABLE N5.6-1 <br /> ANCHORS NOT DEFINED IN 4.a. ----- X ACI 318: 17.8.2 b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TABLE N5.6-2 � <br /> TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR ----- X TABLE N5.6-3 z <br /> DIRECT TENSION INDICATOR METHODS OF INSTALLATION. AISC 341, SECTION J7 TABLE <br /> ACI 318: CH. 19 1904.1, 1904.2, J7-1 <br /> 3. VERIFY USE OF REQUIRED DESIGN N11X. -�--- X 26.4.3, 26.4.4 1908.2, 1908.3 TABLE J7-2 <br /> c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING <br /> TURN-OF-NUT WITHOUT MATCHMARKING OR X ----- TABLE J7-3 6' <br /> 4. PRIOR TO CONCRETE PLACEMENT, FABRICATE CALIBRATED WRENCH METHODS OF TESTING. cav � <br /> SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C172, ASTM C31 a o <br /> SLUNIP AND AIR CONTENT TESTS, AND DETERMINE X ACI 318: 26.4, 26.12 1908.10 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: Q o <br /> THE TEMPERATURE OF THE CONCRETE. AND COLD-FORMED STEEL DECK: <br /> 5. INSPECT CONCRETE AND SHOTCRETE 1908.6 a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS _____ X AISC 360, SECTION N2 <br /> TO CONFORM TO AISC 360. <br /> PLACEMENT FaR PROPER APPLICATION X ----- ACI 318: 26.5 1908.7 <br /> TECHNIQUES. �908•8 b. FOR OTHER STEEL, IDENTIFICATION MARKWGS TO <br /> CONFORM TO ASTM STANDARDS SPECIFIED IN THE _____ X APPLICABLE ASTM � <br /> 6. VERIFY MAINTENANCE OF SPECIFIED CURING X ACI 318: 26.5.3-26.5.5 1908.9 APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS Z <br /> TEfv1PERATURE AND TECHNIQUES. O <br /> � <br /> c. MANUFACTURERS CERTIFIED TEST REPORTS. ----- X > w <br /> 7. INSPECT FORMWORK FOR SHAPE, LOCATION W � <br /> AND DIMENSIONS OF THE CONCRETE MEMBER ----- X ACI 318: 26.11.1.2(b) '---- 4. MATERIAL VERIFICATION OF WELD FILLER z � <br /> BEWG FORMED. � � <br /> MATERIALS: � W <br /> a. WHERE APPLICABLE, SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. <br /> Z � <br /> b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE a. IDENTIFICATION MARKINGS TO CONFORM TO AWS AISC 360, SECTION A3.5 Q z <br /> IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL SPECIFICATION W THE APPROVED CONSTRUCTION ----- X AND APPLICABLE AWS � � <br /> IIVSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE F2EGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL DOCUMENTS. A5 DOCUMENTS p � <br /> PRIOR TO THE COMMENCEMENT OT THE WORK. o <br /> b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ----- ----- ----- � <br /> � <br /> U <br /> 5. INSPECTION OF WELDING: <br /> STRU CTU I�AL a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: <br /> � a <br /> OB S E RVAT I O N P RO G RAM 1.)COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X ----- AISC 360, SECTION N5 � <br /> TABLE N5.4-1 <br /> TABLE N5.4-2 <br /> 2.) MULTIPASS FILLET WELDS X TABLE N5.4-3 � <br /> MONITORED BY , ----- �, <br /> ITEM/PORTION STAGE OF WORK <br /> AOR EOR AISC 341, SECTION J6 N <br /> 3.)SINGLE-PASS FILLET WELDS > 5/16" X ----- T1 v� o0 <br /> TABLE J6-1 � <br /> CONCRETE FOUNDATIONS � � � � <br /> X 4.) PLUG AND SLOT WELDS X _____ TABLE J6-3 � � �� r, o <br /> `� o <br /> AWS D1.1 <br /> � I� , � `' x w <br /> REINF. STEEL FOUNDATIONS/WALLS X 5.) SINGLE-PASS FILLET WELDS < 5/16" ----- X � v,� �\ �w�� c� <br /> NOTES: 6.) FLOOR AND ROOF DECK WELDS ----- X AWS D1.3 �+'1� J ~ <br /> I ��' �"�4°� W <br /> � � <br /> . THE STRUCTURAL OBSERVER WILL SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT <br /> 0 <br /> CORRESPONDING TO EACH ITEN1/PORTION LISTED. b. REINFORCING STEEL: _____ ' <br /> 2. S7RUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE REQUIREMENT FOR SPECIAL <br /> INSPECTION, OR OTHER INSPECTIONS REQUIRED BY THE BUILDING CODE. <br /> 3. STRUCTURAL OBSERVATION MUST BE PROVIDED BY THE ENGINEER OR ARCHITECT OF RECORD 1.)VERIFICATION OF WELDABILITY OF REINFORCING STEEL X <br /> RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER LICENSED ENGINEER DESIGNATED BY THE OTHER THAN ASTM A706. <br /> ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, AS OUTLINED IN THE 2.) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES <br /> STRUCTURAL OBSERVATION PROGRAM. ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY AWS D1.4 <br /> TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND X "'-' ACI 318 SECTION 26.6.4 <br /> THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT SHEAR REINFORCEMENT. `J <br /> THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST � � � <br /> OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 3.) SHEAR REINFORCEMENT. X ____o � IW a `�' <br /> 4. AOR DENOTES ARCHITECT OF RECORD. <br /> � �7 � ¢ <br /> 5. O O S G EER OF RECORD. � <br /> 4.)OTHER REINFORCING STEEL. ----- X f- Z - �� � <br /> (!) W +-' - � <br /> 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE � m `9 <br /> � � N <br /> � � � <br /> a. DETAILS SUCH AS BRACING AND STIFFENING. _____ X � N o <br /> � �, -- <br /> ----' � .� X r <br /> b. MEMBER LOCATIONS. _____ y � � ii o <br /> _ U <br /> � z � � <br /> c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. _____ X q� > ti �' <br /> Q � <br /> a�i <br /> � � ^�o� <br /> � co = <br /> � � N °? <br /> C `n " � <br /> W ti � � <br /> w � � <br /> � <br /> � <br /> � <br /> W <br /> a..� <br /> � <br /> � <br /> � � � � <br /> � <br /> Q <br /> � <br /> � � O <br /> `� O � � I� <br /> � � � � <br /> �- � w � <br /> � � � � Z <br /> ~ � � � � . <br /> � <br /> � Wu� � <br /> � � t� <br /> � � � � <br /> � � }- � � <br /> 0 <br /> � <br /> � <br /> o U � Q � <br /> z � � � <br /> � � � w w '� <br /> o � � � <br /> � � <br /> , <br /> � <br /> � o c� � <br /> � � � W � <br /> �- � � � W <br /> � � � <br /> .� <br /> � z W <br /> � Q Q <br /> � ���������� �, � <br /> n �r� �- � � <br /> � � <br /> � � C4 <br /> �, F�� 21 2�1� � <br /> U ' tn <br /> � <br /> 3 <br /> CiTY �3� LV�RE-� z <br /> � <br /> ° ��l"i`I"iIC ��t'\i1�C�� <br /> w i- <br /> 0 <br /> � O . <br /> co <br /> v) U <br /> � <br /> 0 <br /> r <br /> r <br /> � <br /> � <br /> � <br /> o JOB NO: 18053000 <br /> U <br /> Q <br /> Q <br /> a� <br /> ENGINEER: S. HAN <br /> m <br /> a DRAWN: P. PATEL <br /> i� <br /> �. <br /> � <br /> a DATE: 09-24-2018 <br /> � <br /> m <br /> SHEET NO: <br /> � • <br /> � <br /> m <br /> Y <br /> @ <br /> L <br /> Q <br /> � <br /> � 0 . 2 <br /> � . <br /> � <br /> U <br />