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2015 IBC TABLE 1705. 3 ��Ro:�,�� <br /> � ���� � ��a <br /> STRUCTURAL r ���'✓ <br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION � <br /> CONTINUOUS PERIODIC O B S E RVAT I O N P RD G RAM .� ����,� <br /> NPE SPECIA� SPECIAL REFRENCED IBC APP�ICABLE TO THIS � 1� <br /> INSPECTIONS INSPECTIONS STANDARDa REFRENCE PROJECT MONITORED BY SIO��' � <br /> ITEM/PORTION STAGE OF WORK <br /> 1. INSPECT REINFORCEMENT STEEL, INCLUDING _____ X ACI 318 Ch. 20, 25.2, 25.3, �g08.4 Y AOR EOR _ <br /> PRESTRESSING TENDONS,AND VERIFY PLACEMENT. 26.6.1-26.6.3 <br /> POST INSTA�LED ANCHORS FOUNDATIONS X <br /> 2. REINFORCING BAR WELDING X AWS D1.4 N <br /> a.VERIFY WELDABILITY OF REINFORCING BARS ACI 318: 2.6.6.4 <br /> OTHER THAN ASTM A706; � <br /> b. WSPECT SINGLE-PASS FILLET WELDS, ""' X N NOTES: <br /> MAXIMUM 5/16"AND 1. THE STRUCTURAL OBSERVER WILL SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT � ' <br /> c. INSPECT ALL OTHER WELDS. X ----- N CORRESPONDWG TO EACH ITEM/PORTION LISTED. <br /> 2. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE REQUIREMENT FOR SPECIAL �' <br /> 3. INSPECT ANCHORS CAST IN CONCRETE. ----- X ACI 318: 17.8.2 ----- Y INSPECTION, OR OTHER INSPECTIONS REQUIRED BY THE BUILDING CODE. � <br /> 3. STRUCTURAL OBSERVATION MUST BE PROVIDED BY THE ENGINEER OR ARCHITECT OF RECORD <br /> 4. INSPECT ANCHORS POST INSTALLED IN RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER LICENSED ENGINEER DESIGNATED BY THE <br /> HARDENEQ CONCRETE MEMBERS.b ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN,AS OUTLINED IN THE .�. <br /> a. ADHESIVE ANCHORS INSTALLED IN STRUCTURAL OBSERVATION PROGRAM.ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING <br /> HORIZONTALLY OR UPWARDLY INCLINED TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. <br /> X _____ ACI 318: 17.8.2.4 Y THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT � <br /> ORIENTATIONS TO RESIST SUSTAINED THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST . � <br /> TENSION LOADS. OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. L <br /> b. MECHANICAL ANCHORS AND ADHESIVE 4. AOR DENOTES ARCHITECT OF RECORD. � � <br /> ANCHORS NOT DEFINED IN 4.a. ----- X AG 318: 17.8.2 Y 5. EOR DENOTES ENGINEER OF RECORD. 0 <br /> C1.� Z <br /> � <br /> ACI 318:CH. 19 1904.1, 1904.2, <br /> 5. VERIFY USE OF REQUIRED DESIGN MIX. """ X 26.4.3, 26.4.4 1908.2, 1908.3 Y . � � � <br /> Q � <br /> � <br /> 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE � � a � <br /> SPECIMENS FOR STRENGTH TESTS, PERFORM X _____ ASTM C172,ASTM C31 �908 �� Y W � � � <br /> SLUMP AND AIR CONTENT TESTS,AND DETERMINE ACI 318:26.4, 26.12 <br /> THE TEMPERATURE OF THE CONCRETE. �s- �� ' <br /> 7. INSPECT CONCRETE AND SHOTCRETE 1g08.6 G EOTEC H N I CAL -� � � � <br /> PLACEMENT FOR PROPER APPLICATION X ----- RCI 318:26.5 1908.7 Y O (U <br /> TECHNIQUES. 1908.8 OBSERVATION PROGRAM � � � o <br /> � <br /> 8. VERIFY MAINTENANCE OF SPECIFIED CURING X ACI 318:26.5.3-26.5.5 1908.9 MONITORED BY � � � " <br /> TEMPERATURE AND TECHNIQUES. Y I T E M/P O R T I O N REFERENCE STANDARD - <br /> GEOTECH ENGR <br /> 9. INSPECTION OF PRESTRESSED CONCRETE FOR: <br /> a.APPLICATION OF PRESTRESSING FORCES;AND x ----- ACI 31s:26.10 ----- INSTALLATI(�N OF TEMPORARY SHORING SYSTEM AT EXCAVATIONS IBC 1$03.5.10 X <br /> b. GROUTING OF BONDED PRESTRESSING TENDONS. X ----- N _ <br /> MOVEMENT MONITORING OF ADJACENT STRUCTURES IBC 1803.5.7, 1804.1 X <br /> 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ----- X AC� 318: CH. 26.8 ----- N <br /> 11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL IBC 1804.3 X <br /> TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL ----- X ACI 318:26.11.2 ----- N <br /> OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. <br /> 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND <br /> DIMENSIONS OF THE CONCRETE MEMBER BEING ----- X ACI 318: 26.11.1.2(b) ----- Y <br /> FORMED. <br /> a. WHERE APPLICABLE, SEE ALSO SECTIONS 1745.12 � <br /> O <br /> SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. z I- N <br /> b. SPECIFIG REQUIREMENTS FOR SPECIAL O � � <br /> INSPECTION SHALL BE INCLUDED IN THE <br /> RESEARCH REPORT FOR THE ANGHOR ISSUED BY - O <C <br /> AN APPROVED SOURCE IN ACCORDANCE WITHQ � �'�'j <br /> 17.8.2 IN ACI 318, OR OTHER QUALIFICATION <br /> PROCEDURES. WHERE SPECIFIC REQUIREMENTS � � � <br /> ARE NOT PROVIDED, SPECIAL INSPECTIONS -,� <br /> REQUIREMENTS SHALL BE SPECIFIED BY THE N � � <br /> REGISTERED DESIGN PROFESSIONAL AND SHALL <br /> BE APPROVED BY THE BUILDING OFFICIAL PRIOR � p W � <br /> TO THE COMMENCEMENT OT THE WORK. � O w <br /> 2015 I BC TABLE 1705 .6 v� , <br /> w <br /> J <br /> REQUIRED SPECIAL INSPECTION AND TESTS OF SOILS Q <br /> TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION APPLICABLE TO THIS PROJECT � <br /> 1. VERIFY MATERIALS BELOW SHALLOW z <br /> FOUNDATIONS ARE ADEQUATE TO ACHIEVE ----- X O <br /> THE DESIGN BEARING CAPACITY. Y <br /> � <br /> 2. VERIFY EXCAVATIONS ARE EXTENDED U <br /> TO PROPER DEPTH AND HAVE REACHED ----- X Y W <br /> PROPER MATERIAL. � , <br /> 3. PERFORM CLASSIFICATION AND TESTING v'� <br /> OF COMPACTED FILL MATERIALS. X Y z <br /> � 4. VERIFY USE OF PROPER MATERIALS, � <br /> � DENSITIES AND LIFT THICKNESSES X <br /> Y DURING PLACEMENT AND COMPACTION OF ----- r-, <br /> � COMPACTED FILL. Y �,../ <br /> n �ti <br /> ,� 5. PRIOR TO PLACEMENT OF COMPACTED � <br /> � FILL, INSPECT SUBGRADE AND VERIFY ----- X Y � <br /> THAT SITE HAS BEEN PREPARED PROPERLY. <br /> 0 <br /> � . <br /> 3 <br /> � <br /> � <br /> � 2015 I BC WOOD CONSTRUCTION REvisioNs: <br /> � <br /> � <br /> � <br /> � <br /> �� SPECIAL INSPECTION OF WOOD CCJNSTRUCTION �ITYOFEVERETT <br /> /� CORRECTIONS 1 <br /> � <br /> U 10.19.18 <br /> 0 <br /> � <br /> � VERIFICATION & INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA APPLICABLE TO THIS PROJECT <br /> N <br /> o CONTINUOUS PERIODIC IBC <br /> � DURING TASK DURING TASK SECTION , <br /> �, CADD FILE: <br /> °ti°� 1. PREFABRICATED WOOD STRUCTURAL ELEMENTS X 1704.2.5 N 18054 <br /> � SHALL BE IN ACCORDANCE WITH SECTION 1704.2.5 1705.5 <br /> � <br /> � 2. HIGH LOAD DIAPHRAGMS DESIGNED IN ACCORDANCE WITH <br /> DATE: 08.20.18 <br /> g SECTION 2306.2 TABLE 2306.2(2), THE INSPECTOR SHALL VERIFY: Y <br /> DRRWN: KC <br /> � a. WOOD STRUCTURAL SHEATHING TO VERIFY CHECKED: C. BURT <br /> _ THE GRADE AND THICKNESS SHOWN ON APPROVED X 1705.5.1 y <br /> � BUILDING DRAWINGS. <br /> 0 <br /> �o <br /> b. THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING Q <br /> � PANEL EDGES, NAIL OR STAPLE LENGTH, NUMBER OF ----- X <br /> 1705.5.1 <br /> a FASTENER LINES,AND SPACING OF FASTENERS IN EACH LINE � 1 � '�°� �~ '��-��L s <br /> � AND AT EDGE MARGING AGREES WITH APPROVED BUILDING Y �9;�"+�!��^-� �"�,�A „9� <br /> ~ DRAWINGS <br /> Y � <br /> � <br /> L <br /> � <br /> � <br /> � <br /> U <br />