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<br /> ZO'I2 IBC TABLE �705.2.2 2012 IBC REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION DEFERRED SUBMITTALS � -
<br /> REQUIRED VERIFICATION & INSPECTION OF STEEL VERIFICATIONAND INSPECTION �aNT�N�o�s P=R�oo�� RSRANDARDD STRUCTURAL COMPONENTS
<br /> CONSTRUCTION OTHER THAN STRUCTURAL STEEL ,. MATER�A��ER�F��Ar�aNOFH��H-STREN�THBo�r�,N�TSANowASHERs: REVIEWED BY
<br /> - � AISC 360,SECTION A3.3 �TEM C
<br /> VERIFICATION AND WSr'ECTION CONTINUOUS PERIODIC REFRENCED a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X AND APPLICA9�E ASTM � AOR cOR O �
<br /> , � � � - STANDARD . SPECIFIEDINTHEAPPROVED CONSTRUCTION OOCUMENTS. � MATERIALSTANDARDS � p � �� � �
<br /> . . � . . � � . . . � � G . �
<br /> . 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL�ECK . . . STEEL STAIRS X � � �
<br /> b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED � --- X � --- � � � � �
<br /> � �a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X APPLICABLE ASTM � � . . . . , NO7E5 � � � - �� � . . � � �
<br /> � � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. � �MATcRIAL STANDARDS � 2. INSPEGTION OF HIGH-STRENGTH 90LTING: � � � � � � 1.)ALL CALCULATIONS PROVI�ED SHALL MUST�3EAR THE SEAL&SIGNATURE OF A REGISTERED ENGINEER LICENSED IN THE ' �
<br /> � � . PROJECT STATE � • �
<br /> b.MANUFACTURER'S CERTIFIED TEST REPORTS. ---- X .. .. . 2.)DEFERRED SUBMITTAL ITEMS SHALL NOT BE OTHERWISE CONSTRUCTED IN PLACE WITHOUT HAVING THE PLANS OR SHOP � �
<br /> . a.SNUG-TIGHT JOINTS. � � � ___ � X �� � � � �RAWINGS REVIEWED AND APPROVED BY THE EOR AND THE BUIIDING OFFlCfAL �� � � � � . � . � .
<br /> . 2. INSPECTION OF WELDING: � � � - � � b.PRETENSIONED AND SLIP-CRITICAL JOINTS USING � � � � C
<br /> • a.COLD-FORNIED STEEL DECK: � � TURN-OFNUT WITH MATCHMARKWG,TWIST-OFF BOLT OR ---- X� � � � � � �
<br /> DIRECT TcNSION INDICATOR METHODS OF INSTP.L�ATION. AISC 360,SECTION M2S � � ., ,
<br /> � 7:)FLOORANDROOFDECKWEL�S. - � � - � X � . AWSD1.3 � � � � � � � � � -
<br /> � � c.PRETENSIONED AND S�IP CRITICA_JOINTS USING � � � C � C Y �
<br /> b.REINFORCWGSTEEL �� � . . TURNOFNUTWI7HOUTMATCHMARKINGOR � X ---- STRUCTURAL 3 tl i �
<br /> � � � CALIBRATED WRENCH METHODS OF TcSTING � . � . . � . - � . �O �O �= ek p
<br /> 1.)VERIFICATIONOFWcL�ABILITY.OFREWFORCING . . OBSGRVATION PROGRAM � L
<br /> � X � � � � � � 3.MATERIAL VERIFICATION OF STRUCTURA�STEEL � � � . � t3� t3 O a�
<br /> . STEEL OTHER THAN ASTM A 706.� � � � AND COL0.FORMED STEEL DECK� � � - � � � � � � . � � . � � . �
<br /> � 2.)REINFORCING STEEL RESISTING FLEXURAL AND AXIAL a.FOR STRUCTURAL STEEL,IDEPdTIFICATION MARKINGS � � � MONITORED BY � � � o
<br /> AWS o7A � � � -- X � AISc 360,SECTION M5.5 ITEMIPORTION STAGE OF WORK � ^ �
<br /> � � � � -FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, � X - � � TO CONFORM TO AISC 360. . � . . � AOR EOR �
<br /> � AND BOUND,9RY ELEMENTS OF SPECIAL STRUCTURAL WALLS � --- ACI318: � . . � . 7 V �
<br /> - ScCTION 3.52 � . � � � . . � � b .
<br /> � OF CONCRETE AND SHEAR REWFORCEMENT.� � � � b.FOR OTHER STEEL;IDENTIFICATION MARKINGS TO - APPLICABLE ASTM . CONCRETE � FOUNDATIONS .y� � � � �
<br /> �CONFORM TO ASTM STANDARDS SPECIFIED W THE FlPPROVED ---- X � � � � � � � �
<br /> 3.)SHEAR REINFORCEMENT. . . X .___ CONSTRUCTION DOCUMENTS. MATERIA�STANDARDS MASONRY WALLS y� \ ,� �
<br /> . . - 4.)OTHER REINFORCING STEEL ._:___ .,_, X � . � � � �t �
<br /> . � X � c.MANUFACTURERS CERTIFIED TEST REPORTS. �
<br /> �� � REWP.STEEL - FOUNDATIONSPNALIS X � - � � ' �
<br /> � - � � � � � 4. MATERIAL VERIFICATION OF WELD FILLER � . �
<br /> . . MATERIALS � . � � �
<br /> " � � � � . � � . � . - � EMBEDDED STI.IBOLTS. WALLS . x � � . � � .. . . . . �
<br /> . a.IDENTIFICATION MARKINGS TO CONFORM TO AWS ` � AISC 3"00,SECTION A3S � � � -
<br /> 2O I� IBC TABLE ��0�.� SPECIFICATIONINTHEAPPROVEDCONSTRUCTION ----- X ANDAPPLICABLEAWS LIGHTGAGEMETAL FRAMING
<br /> -�DOCUMENTS. ASDOCUMENTS �� X
<br />� � � p b.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED- --- --- ---- NOTES� � � � �
<br /> REQUIRED VERIFICATION (X INSPECTION OF CONCRETE CONSTRUCTION - � � � � . 1.THESTEELOBSERVATIONWILLSU3MRAFIELDREPORTTOTPEBUIL�INGDEPARTMENT � . � . � � � �
<br /> • 5. INSPECTION OF WELDING CORRESPONDING TO EACH ITEM/PORTION LISTED. �
<br /> � ���- R�FRENCED IBC 2.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WANE THE REQUIREMENT FOR � � . �
<br /> VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFRENCE a.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: SPECIAL INSPECTION,OR OTHER INSPECTIONS REQUIRED BY THE BUILDING CO�E.
<br />� 3.STRUCTURAL OBSERVATION MUST BE PROVIDED BY THE cNGINEER OR ARCHITECT OF �
<br /> 1.INSPECTION OF REWFORCING STEEL,WCLUDING t. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WE�DS X � � � RECORD RESPONSIBLE FOR THE STRUCTURAL DESIGN,OR ANOTHER ENGW EER OR � � � � .
<br /> PRESTRESSING TENDONS,AND PLACEMENT. ��'" X ACI 318:3.5,7.1-7.7 1910.4 � ----- ARCHITECT DESIGNATED BY THE ENGWEER OR ARCHITECT RESPONSIBLE FOR THE
<br /> . . . S7RUCTURAL DESIGN,AS OUTLINED IN THE STRUCTURAL OBSERVATION PROGRAM.ALL
<br /> 2. INSPECTION OF REWFORCING STEEL WELDING W � AWS D1.4 � 2.)MULTIPASS FILLET WELDS � . � . X� ----- - OBSERVED OEFIGENCIES SHALL BE REPORTED IN WRITING TO THE pWNERS � � � � � � �
<br /> ACCORDANCE WITH TAB�E V052,ITEM 2b. ---- - ___ REPRESENTATIVE,SPECIAL WSPECTOR,CONTRACTOR OR THE BUILDING OPFICIAL.THE � � -
<br /> ACI318:3.52 . � STRUCTURP.L OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIALA WRITTEN STATEMENT
<br /> � . , . . 3.)SWGLE-PA55 fILLET WELDS>5/16" . � . X ---- AWS D1.1 THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFIGENCIES
<br /> � 3. INSPECT BOI.TS TO BE INSTALLED IN CONCRETE � � � � - � � � � � � . � � � � � �
<br /> � PRIORSO AND DURING PLACEMENT OF CONCRETE � � ACI 318:8,1.3.,21.1.8 1908.5 - -- � � � THAT,TO TNE BEST OF THE STRUCTURAL OBSERVER'S KNOWL'cDGE,HAVc NOT BEEN � � . � � . � . � �
<br /> x - � 4.)PWG AND SLOT WELDS � � X -- � RESOLVE4 � � -
<br /> � WHERE ALLOWABLE LOADS HAVE BEEN INCREASED ---- � 1909.7 . .. .. . � . � � � �
<br /> . . OR WHERE STRENGTH DESIGN IS USED. � � 5.)SINGLE-PASS FILLET WELDS<b/16" � � ----- X � � . . . � . .
<br /> � 4.INSPECTION OF ANCHORS INSTALLED IN HARDENED � � ACI 318:3.8.6, � � � � �
<br /> CONCRETE MEMBERS. - � X � ACI318 8 1.3,21.1.8 1909�1 6.)FLOOR AND ROOF DECKN/ELDS - � X AWS 01.3 - � � � � � � � �
<br /> 5.VERIFYING USE OF REQUIRED DESIGN MIX � � ___ �� ACI318:CH.4 . 1904�2� b.REINFORCING STEEL: . � � � � � .
<br /> _'__ "__' ...'
<br /> X AC1318:5.2-5.4 1910.2. . . . . . . . .
<br /> � 1910.3 � . . . � .
<br /> � 1.)VERIFICATION OF WELDABILITY OF REWFORCING STEEL � � � . � � �
<br /> 6,AT THE TIME FRESH CONCRETE IS SAMPLED TO � � � - OTHER THAN ASTM A706. � � "-- � X � � � - � � � � � � � � � - -
<br /> FABRICATE SPECIMENS FOR STRENGTH TESTS, � �ASTM C 172 . � � � � � � - � �
<br /> PERFORM SLUMP AND AIR CONTENT TE5T5,AND X ----- ASTM C 31 1910.10 2.)REINFORCING STEEL-RESISTING PLEXURAL AND AXIAL FORCES
<br /> DETERMINE 7HE TEMPERATURE OF THE CONCRETE. ACI 318:5.6,5.8 � IN INTERMEDIATE AND SPECIAL MOMEM FRAMES,AND BOt1NDARY AWS D1.4 � � � �
<br /> . . . . cLEMENTS OF SPEC�AL REINFORCED CONCRETE SHcAR WALLSAND. � X ----- ACI 318.3.52 � � � . � � �
<br /> ' 7. INSPECTION UF CONCRETE AND SHOTCRETE - 1910.6 SNEAR REINFORCEMEM. � � � � � � � ' � � � � �
<br /> . PLACcMENT FOR PROPER APPLICATION X -----� ACI318:5.9,5.10 1910] �
<br /> TECHNIQUES. 1910.8 3.J SHEAR REINFORCEMENT, X ---- ,
<br /> e.INSPECTION FOR MAINTENANCE OF SPECIFIED __ X ACI318:5.11-5.13 7910.9 4.)OTHER REINFORCING STEEL _ . X
<br /> � CURING TEMPERATURE AND TECHNIQUES. � � . . .
<br /> � 6.INSPECTION OF STEcL FRAME JOINT DETAILS FOR COMPi IqNCE � � � � �
<br /> 9. INSPECTION OF PRESTRESSED CONCRETE: ' �
<br /> .. a.APPLICATION OF PRESTRESSING FORCES. X --- AC1318:1820 �
<br /> b.GROUTING OF BONDE�PRESTRESSING TENDONS X --- � ACI 318:18.18A � � a.DETAILS SUCH AS BRACING AN�STIFFENING. � - ___. x . � . � . � . � � � . � . _
<br /> � IN THE SEISMIC-FORCE-RESISTING SYSTEM. �� �
<br /> b.MEMBER LOCATIONS. __ X � �
<br /> 10.ERECTION OF PRECAST CONCRETE MEMBERS. � --- X , ACI 318:CH.16 � --- . . . . �
<br /> c.APPLICATION OF JOINT�ETAILS AT EACH CONNECTION. ___ X �
<br /> � 11.VERIFICATIONOFJN-SITUCONCRETE � - �� . . � . '
<br /> . STRENGTH,PRIOR TO STRESSING OF TENDONS . . � � � � � � �
<br /> IN POST-TENSIONED CONCRETE AND PRIOR TO � --- X ACI318:62 ----- - - � � � � � � � � � � � � � � � � � �
<br /> . . REMOVAL OP SHORES AND FORMS FROM BEAMS � - � � � � � .
<br /> ANDSTRUCTURALSLABS. � . �� � � � �
<br /> 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND - � - � � � � � � � � - . � � . . � . � � - �
<br /> DIMENSIONS OFTHE CONCRETE MEMecR BEING --- X �� qC1318:6.7.t --- � � - -� � � � ��
<br /> FORMED. . . . . . . . . . � . �
<br /> .. . . . .. . . . . , . .. . . . � .� . � .
<br /> ' . - . � . . . . . . . . � .�. ,
<br /> : 2012 IBC TABLE 1705.6 �
<br /> REQUIRED VERIFICATION & INSPECTION OF SOILS
<br /> . . -VERIFICATION ANO INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODIC DURWG TASK LISTED � � - � � � � � � � � �
<br /> � 1.VERIFY MATERIALS BELOW SHALLOW . . . . � , � ~ Q
<br /> � 'FOUNDATIONS ARE ADEQUATE TO ACHIEVE � � --- � � X �� . . � � . � � . � . . � �
<br /> THE DESIGN BEARING CAPACITY. � � � � . . - W -
<br /> Z.VERIFY EXCAVATIONS ARE EXTENDEO � � � - � � � � �
<br /> W
<br /> TO PROPER DEPTH AND HAVE REACHED --- � �
<br /> � �PROPER MATERIAL � � . . . � � . � � � � � � .
<br /> . . � � X. . . . . . . . . . . . . . . . . . . . . . ` � � �� . � .
<br /> � 3.PERFORM CLASSIFICATION AND TESTING - � � . ' � H = �
<br /> � OF COMPACTED FILL MATERIALS. � � . � . x � � � � � . � � � � � � � � � � � W
<br /> ' . . . . . . . � . . � . � � . . � � � . � a0 W .
<br /> 4.VERIFY USE OF PROPER MATERIALS, � � � � � � � �
<br /> DENSITIES AND IIFT THICKNESSES X � � � . � � . . � . � . � � � . � � . . � . . � �
<br /> b DURING-PIACEMENT AND COMPACTION OF � - - ---- � � � � � � - � � � � � � � � � � � . � . . �
<br /> � COMPACTED FILL � . . --' . . . . . . . . . , . ..
<br /> 5.PRIOR 70 PLACEMENT OF COMPACTED �
<br /> FILL,OBSERVE SUBGRADE AND VERIFY X . n . � �
<br /> • � THAT SITE HAS BEEN PREPARED PROPERLY. � � N �
<br /> N
<br /> � 2012 IBC WOOD CONSTRUCTION m
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<br /> . � VERIFICATION BINSPECTION TASK FREc1UENCY OF INSPEC710N REFERENCE FOR CRITERIA U �
<br /> �
<br /> I CONTINUOUS PERIODIC IBC � Q� . 3
<br /> �� OURING TASK DURING TASK SECTION �
<br /> 7.PREFABRICATED WOOD STRUCTURAL ELEMENTS X 770425 � . . � . � . . � � ` pp
<br /> . SHALL BE IN ACCORDANCE WITH_SECTION 17042.5 ��� 1705.5
<br /> 2.HIGH LOAD DIAPHRAGMS IN ACCORDANCE WITH SECTION 23062 � � � � � . . . . . . fd � ~ � � .
<br /> O <
<br /> � TABLE 23062(2),THE INSPECTOR SHALL VERIFY: . '
<br /> � � a.WOOD STRUCTURAL SHEATHING TO VERIFY '___ . � .. . . . . . . .. .. . . . . . .. � Q , W . . :..
<br /> 7HE GRADE AN�THICKNESS SHOWN ON APPROVED X 1705.5.1 � W � W N
<br /> BUILDING DRAWINGS. J
<br /> � b.THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING � � � � � . . . J �' � � • -
<br /> PANEL E�GES,NAIL OR STAPLE LENGTH,NUMBER OF - X W W
<br /> �FASTENER LINES,AND SPACING OF FASTENERS IN EACH LJME 1705.5.1� . . - 7 � ��
<br /> � AND AT E�GE MARGING AGREES WITH APPROVED BUIL�JING
<br /> . � �RAWINGS . . . . . . . . . . . . . . . . O W, � v S �
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