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STEEL INSPECTION TABLE TABLE 1705.3
<br /> REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
<br /> STRUCTURAL STEEL�IBC 1705.2.1, 1705.11.1 & 1705.12.2� VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
<br /> CONTINUOUS pERiODIC SPECIAL DETAILED INSTRUCTIONS AND 1. INSPECTION OF REINFORCING STEEL, INCLUDING __ X ACI 318:3.5,7.1-7.7 1910.4
<br /> TYPE SPECIAL 1NSPECTION FREQUENCIES PRESTERSSING TENDONS,AND PLACEMENT
<br /> INSPECTION 2. INSPECTION OF REINFORCING STEEL WELDING IN
<br /> PRIOR TO WELDINCi (TABLE N5.4-1, AI$C 36�-1��: ACCORDANCE WITH TABLE 1704.3, ITEM 5b -- -- AWS D1.4;ACI 318:3.5.2 --
<br /> Verifywelding procedures(WPS) 3. INSPECTION OF ANCHORS CAST IN CONCRETE O
<br /> and consumable certificates X WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR __ X
<br /> WHERE STRENGTH DESIGN IS USED ACI 318:8.1.3,21.2.8 1908.5, 1909.1
<br /> Material identification - X Verify type and grade of materiaL
<br /> S A K E R E I N D E R S M A
<br /> A system shall be maintained by which a 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED __ X ACI 318: 3.8.6, 8.1.3,21.2.8 1909.1 A R C H I T E C T
<br /> Welder identification - X welder who has welded a joint or member can CONCRETE MEMBERS
<br /> be identified. 5.VERIFYING USE OF REQUIRED DESIGN MIX __ X ACI 318:CH 4,5.2-5.4 19042, 1910.2,
<br /> 1910.3 5450 E. High Street, Suite 200
<br /> Fit-up groove welds _ X Verify joint preparation,dimensions, 6.AT THE TIME FRESH CONCRETE IS SAMPLED TO Scottsdale,Arizona 85054
<br /> cleanliness,tacking, and backing. ASTM C 172 p:480.515.5123 f:602.513.7193
<br /> FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM X -- ASTM C 31 1910.10 www.sra360.com
<br /> Access holes - X Verify configuration and finish. SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE ACI 318:5.6-5.8
<br /> TEMPERATURE OF THE CONCRETE
<br /> Verify alignment, gaps at root, cleanliness of 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT 1910.6, 1910.7,
<br /> Fit-up of fillet welds - X steel surfaces, and tack weld quality and X -- ACI 318:5.9,5.10
<br /> location. FOR PROPER APPLICATION TECHNIQUES 1910.8
<br /> 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X ACI 318:5.11-5.13 1910.9
<br /> DURING WELDING (TABLE N5.4-2, AISC 360-10): AND TEMPERATURE TECHNIQUES
<br /> 9. INSPECTION OF PRESTRESSED CONCRETE:
<br /> Use of qualified welders - X Verify that welders are appropriately qualified. a.APPLICATION OF PRESTRESSING FORCES X --
<br /> ACI 318: 1820
<br /> Control and handling of welding b.GROUTING OF BONDED PRESTRESSING -- . .
<br /> consumables - X Verify packaging and exposure control. TENDONS IN THE SEISMIC-FORCE-RESISTING SYSYE X ACI 318: 18.18.4 �
<br /> a>
<br /> 10. ERECTION OF PRECST CONCRETE MEMBERS -- X ACI 318: CH16 `J
<br /> Verify that welding does not occur over �
<br /> Cracked tack welds ' X cracked tack welds. 11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR �
<br /> TO STRESSING TENDONS IN POST TENSIONED CONCRETE __ X ACI 318: 6.2 --
<br /> Verify wind speed is within limits as well as AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM
<br /> Environmental conditions - X reci itation and tem erature.
<br /> p P p BEAMS AyD STRUCTURAL SLABS
<br /> Verify items such as settings on welding 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND __ X ACI 318: 6.1.1 --
<br /> equipment,travel speed, welding materials, DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED Avs .TOB #: 7172
<br /> " WPS followed - X shielding gas type/flow rate,preheat applied, A.V,SCHWAN&ASSOCIATES
<br /> interpass temperature maintained,and proper
<br /> position. CONSULTING STRUCTURAL ENGINEERS
<br /> 6000 E.Thomas Road,Suite 1
<br /> TABLE 1.19.2 Scottsdale,Arizona 85251
<br /> Verify interpass and final cleaning,each pass is LEVEL B QUALITY ASSURANCE PROGRAM AND INSPECTION OF MASONRY CONSTRUCTION Phooe:(602)265-4331 Fax:(480)663-1788
<br /> Welding techniques - X within profile limitations, and quality of each Websitc:Nuµ.AVSchwan.com
<br /> pass.
<br /> INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA
<br /> AFTER WELDING (TABLE N5.4-3,AISC 360-10j: ACI 530/ ACI 530.1/
<br /> Welds cleaned - X Verify that welds have been properly cleaned. CONTINUOUS PERIODIC ASCE5/TMS402 ASCE6/TMS60
<br /> 1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS � � , �---
<br /> Size, length, and location of X _ OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED -- X -- ART 1.5 � F . HI �
<br /> welds SUBMITTALS SHALL BE VERIFIED Q�' �'�q�
<br /> �
<br /> Welds meet visual acceptance X _ 2.VERIFICATION OF fm AND faac F'RIOR TO CONSTRUCTION X -- ART 1.4B �
<br /> criteria. EXCEPT WHERE SPECIFICALL EXEMPTED BY THIS CODE
<br /> 3. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED ' �
<br /> Are strikes X - X -- -- ART 1.56.1.b.3 � 49093 ww
<br /> TO THE SITE FOR SELF-CONSOLIDATING GROUT �r�' ��'ClsTER�� ti�
<br /> k-area X - 4.AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: � �SSIONAL ��� � ' Z g
<br /> a. PROPORTIONS OF SITE PREPARED MORTtiR X ART 2.6A /
<br /> Backing&weld tabs removed X - E �j/�
<br /> b. CONSTRUCTION OF MORTAR JOINTS -- X -- ART 3.3B �
<br /> Repair activities X - a LOCATION OF REINFORCEMENT, CONNECTORS, X -- ART 3.4, 3.6A
<br /> PRESTRESSING TENDONS AND ANCHORAGES + "�
<br /> Document acceptance or 3��
<br /> rejection of welded X d. PRESTRESSING TECHNIQUE -- X -- ART 3.6B
<br /> joint/member e. GRADE AND SIZE OF PRESTRESSING TENDONS � o� a
<br /> -- X -- ART 2.4B, 2.4H ��' �, ..y
<br /> AND ANCHORAGES � ��....
<br /> NONDESTRUCTIVE TESTING (SECTION NS.S,AISC 360-10): 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: � �� � a a 3
<br /> o a. S I Z E A N D L O C A T I O N O F S T R U C T U R A L E L E M E N T S -- X -- A R T 3.3 F y � `
<br /> U ltrasonic testing s ha l l be per forme d on 1 0/ � � �=y �
<br /> T-and corner b. TYPE, SIZE AND LOCATION OF ANCHORS, `� b n L
<br /> of GP groove welds in butt, aj � � �p n
<br /> joints subject to transversely applied tension INCLUDING OTHER DETAILS OF ANCHORAGE OF SEC 1.2.2(e), N ��
<br /> CJP welds (Risk Cat. II) - X __ X __ '� � O� �� _�
<br /> l o a din g i n m a t eri a l s 5/1 6i n c h t hi c k or gr e a t er. MASONRY TO STRUCTURAL MEMBERS, FRAMES OR 1.1 6.1 � � c� o.� � �
<br /> Testing rate must be increased if>5%of welds OTHER CONSTRUCTION � � � ��'�
<br /> tested have unaccepta�le defects. � �j �a� �
<br /> � c. SPECIFIED SIZE, GRADE AND TYPE OF � � � = v
<br /> � 5 �
<br /> C J P w e l ds (Ris k Ca t. I I I or I V) X _ A reduction in the rate of ultrasonic testin g is R E I N F O R C E M E N T,A N C H O R B O L T S, P R E S T R E S S I N G -- X S E C 1.1 5 A R T 2.4, 3.4 � � � �;���
<br /> a l lowe d per Sec tion N 5.5e. TENDONS AND ANCHORAGES -�-� � � � ����
<br /> . . � � U �3 �"a o
<br /> Access holes(flange>2") X - d. WELDING OF REINFORCING BARS SEC 2.1.9.7.2, ��°. � 5+ � �� Q'3
<br /> Weided joints subject to fatigue X - X 3.3.3.4 (b) _ a ry � � �a ��
<br /> e. PREPARATION, CONSTRUCTION AND PROTECTION
<br /> OF MASONRY DURING COLD WEATHER
<br /> PRIUR TO BOLTING (TABLE N5.6-1, AISG 360-10): -- x - p,RT 1.8C, �.�so
<br /> ❑ NOt I'2qUlt"2CI If Otlly St1Ug-tlgPlt j0111t5 �f� SpeCIf12CI [pef 52CtlOtl N5.6(1� Of AISC 360-10]. (TEPVIPERATUFtE BELOW 40°F)OR HOT WEATHER
<br /> (TEMPERATURE ABOVE 90°F)
<br /> Certifications of fasteners X - f.APPLICATION AND PnEASUREMENT OF
<br /> X ART 3.;i�
<br /> PRESTP.ESSING FORCE
<br /> �
<br /> Verify that fasteners have been marked in 6. �RIOR 7Q GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE � � ^�
<br /> Fasteners marked - X accordance with ASTM requirements. �--- „-
<br /> a. vROUT S"r=ACE IS CLEAN -- ^ I I T F��� `�'��"�
<br /> Proper fasteners for joint _ � X Verify grade,type, and bolt length if threads b. PLACEMENT OF REINFORCEMENT AND
<br /> are exciuded from the shear plane. - CONNECTORS AND PRESTRESSING TENDONS AND -- X I ScC 1.'13 ART 3.�-�
<br /> Verifiy proper procedure is used foi the j�int � ����HORAGFS
<br /> Proper bolting procedure - i X detail. c. PROPORTIONS OF SITE-PREPARED GROUT AND
<br /> I PRESTRESSING GROUT FOR BONDED TENDONS 'i A�T 2.�8
<br /> Verify appropriate faying surface condition d. CONSTRUCTION OF MORTAR JOINTS -- X --� ART 3.3f3
<br /> Connecting elements - X and hofe preparation, if specified, meet 7, GRO�JT PLACE�AENT SHALL BE VERIFIED TO ENSURE
<br /> requirements. X -- -- ART 3.5
<br /> - COMPI_IANCE
<br /> Pre-installation verification Observe�nd document verification testing by a. GROUTING OF PRESTRESSING BONDED
<br /> testing - � X installation personnel for fastener assemblies TENDONS X -- -- ART 3.6C
<br /> and methods used. - -
<br /> 8. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, �
<br /> Proper storage _ X Verify proper storage of bolts, nuts,washers, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED -- X -- ART 1.4 � �
<br /> and other fastener components. I o �
<br /> DURING BOLTING (TABLE N5.6-2,AISC 360-10): ��,r �
<br /> ❑ Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360-10]. J
<br /> ❑ Not required for pretensioned joints using turn-of-the-nut method with match-marking, J
<br /> direct-tension-indicators, or twist-off type tension control method [per Section N5.6(2) of AISC 360-10]. Q
<br /> Verify that fastener assemblies are of suitable � �
<br /> Fastener assemblies - X conditian,paced in all holes,and washers are O
<br /> positioned as required. � �
<br /> Snug-tight prior to pretensioning _ X Verify that joints are brought to snug-tight � w �
<br /> condition prior to pretensioning operation. � �
<br /> Verify that fastener component is not turned v
<br /> Fastener component - X � 1 W �
<br /> py wrench prevented from rotating. `„✓ �
<br /> Verify that fasteners are Pretensioned in W w �-
<br /> accordance with RCSC Specification, �
<br /> Pretensioned fasteners - X progressing systematically from the most rigid N w �
<br /> point toward the free edges. LJ_. �
<br /> AFTER BOLTING (TABLE N5.6-3,AISC 360-10): � N �
<br /> Document acceptance or �
<br /> � Q �
<br /> rejection of bolted connections X � J � W
<br /> �o (� r
<br /> L
<br /> OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10;Tables J8-1 &J10-1,AISC 341-10): Q-
<br /> All fabricated steel or steel frames shall be
<br /> inspected to verify compliance with the details
<br /> Structural steel details _ X shown in the construction documents,such as
<br /> braces, stiffeners,
<br /> member locations, and proper application of
<br /> joint details at each connection.
<br /> Shall be on the premises during the placement
<br /> of anchor rods and other embedments
<br /> supporting structural steel for compliance with
<br /> Anchor rods and other construction
<br /> embedments supporting - X documents.Verify the diameter,grade,type,
<br /> structural steel and length of the anchor rod or embedded �
<br /> item, and the extent or depth of embedment fl-
<br /> prior to placement of �
<br /> concrete. �
<br /> Verify contour and finish as well as
<br /> Reduced beam sections(RBSj - X dimensional tolerances (see Table J8-1 of AISC d8t2: (/�/IS
<br /> 341-10).
<br /> Verify that no holes or unapproved ISSUed fOf:
<br /> Protected zones _ X attachments are made within the protected Q�RM�-r c.��BM���t�..
<br /> zone (see Table J8-1 of
<br /> AISC 341-10). I'G'VISIOII I10.: date:
<br /> STEEL ELEMENTS OF COMPOSITE CONSTRUCTION (TABLE N6.1, AISC 360-10;TABLES J9-1 thru J9-3,AISC 341-11):
<br /> Material verification of Confirm that identification markings are
<br /> coldformed - X provided to conform to ASTM standards - -
<br /> steel deck specified on construction documents.
<br /> Visual inspection is required to confirm that
<br /> Floor and roof deck welds - X weld meets acceptance criteria of AWS D1.3.
<br /> Welder qualifications should also be verified.
<br /> job no.: 17-034
<br /> WELDING OF REINFORCING STEEL(IBC TABLE 1705.2.2):
<br /> Verify weldability of reinforcing steel based Sf12@t tlt�2:
<br /> Verification of weldability - X upon carbon equivalent and in accordance
<br /> with AWS D1.4. T,4BLES
<br /> Reinforcing steel in intermediate
<br /> or special moment fames,and x - sheet no.:
<br /> boundary elements of special
<br /> structural walls
<br /> Shear reinforcement X -
<br /> Other reinforcing steel _ X Visually inspect all welds in accordance with � � � �
<br /> - AWS D1.4.
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