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SPECIAL INSPECTION REVISIONS
<br /> FABRICATORS YES NO YES NO
<br /> APPROVED FABRICATOR X UNAPPROVED FABRICATOR X
<br /> REQUIRED IN-PLANT INSPECTIONS YES NO YES NO
<br /> STEEL CONSTRUCTION X CONCRETE CONSTRUCTION X
<br /> COLD-FORMED CONSTRUCTION X WOOD CONSTRUCTION X
<br /> STRUCTURAL STEEL CONCRETE CONSTRUCTION ARCHITECTURAL COMPONENTS
<br /> ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES ► ONLY REQUIRED FOR BUILDINGS LOCA TED WITHIN SEISMIC DESIGN CATEGORYD,E, OR F.
<br /> PRIOR TO WELDING(TABLE N5.4-1,AISC 360-10): VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
<br /> SPECIFIED TYPE,GRADE AND SIZE;THAT IT IS FREE OF OIL,DIRT AND
<br /> VERIFY WELDING PROCEDURES(WPS)AND CONSUMABLE RUST;THAT IT IS LOCATED AND SPACED PROPERLY;THAT HOOKS, VERIFY APPROPRIATE MATERIALS,FASTENERS AND ATTACHMENT AT
<br /> CERTIFICATES X BENDS,TIES,STIRRUPS AND SUPPLEMENTAL REINFORCEMENT ARE ERECTION AND FASTENING OF EXTERIOR CLADDING OR COMMENCEMENT OF WORK AND AT COMPLETION.PERFORMED BY
<br /> MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. REINFORCING STEEL,INCLUDING PRESTRESSING X PLACED CORRECTLY;THAT LAP LENGTHS,STAGGER AND OFFSETS INTERIOR AND EXTERIOR VENEERS X CODE INSPECTION FIRM. (NOT REQUIRED IF<30 FEET OR LESS THAN
<br /> TENDONS ARE PROVIDED;AND THAT ALL MECHANICAL CONNECTIONS ARE 5PSF).
<br /> A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND/OR
<br /> WELDER IDENTIFICATION X WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. EVALUATION REPORT. VERIFY APPROPRIATE MATERIALS,FASTENERS AND ATTACHMENT AT
<br /> ERECTION AND FASTENING OF INTERIOR AND EXTERIOR COMMENCEMENT OF WORK AND AT COMPLETION.PERFORMED BY
<br /> FIT-UP GROOVE WELDS X VERIFY JOINT PREPARATION,DIMENSIONS,CLEANLINESS, NONBEARING WALLS X INTERIOR
<br /> INSPECTION
<br /> NS ECT ON FIRM..OT REQUIRED IF<30 FEET OR FOR
<br /> TACKING,AND BACKING.
<br /> INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS
<br /> ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. CAST-IN BOLTS&EMBEDS X REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR VERIFY THAT ANCHORAGE COMPLIES WITH APPROVED
<br /> WHERE STRENGTH DESIGN IS USED. CONSTRUCTION DOCUMENTS.INSPECTION OF POST-INSTALLED ARCH. PROJECT NO.
<br /> FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT,GAPS AT ROOT,CLEANLINESS OF STEEL ACCESS FLOORS X ANCHORS SHALL COMPLY WITH APPROVED ICC-ES REPORT. 2004
<br /> SURFACES,AND TACK WELD QUALITY AND LOCATION. ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY
<br /> DURING WELDING(TABLE N5.4-2,AISC 360-10): POST-INSTALLED ANCHORS OR DOWELS X INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. DRAWN
<br /> VERIFY THAT ANCHORAGE COMPLIES WITH APPROVED TJN/FJR
<br /> USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. STORAGE RACKS X CONSTRUCTION DOCUMENTS.INSPECTION OF POST-INSTALLED
<br /> VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED ANCHORS SHALL COMPLY WITH APPROVED ICC-ES REPORT. CHECKED
<br /> CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. USE OF REQUIRED MIX DESIGN X CONSTRUCTION DOCUMENTS;ACI 318:CH.4,5.2 5.4;AND IBC 1904.3, DNS
<br /> 1913.2, 1913.3.
<br /> SUBMITTAL DATES
<br /> CRACKED TACK WELDS X VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED TACK CONCRETE SAMPLING FOR STRENGTH TESTS,SLUMP,AIR X MECHANICAL & ELECTRICAL COMPONENTS
<br /> WELDS. CONTENT,AND TEMPERATURE 06/11/20
<br /> VERIFY WIN SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND CONCRETE&SHOTCRETE PLACEMENT X Bo- ONLY REQUIRED FOR BUILDINGS LOCATED WITHIN SEISMIC DESIGN CATEGORY C,D,E, OR F.
<br /> ENVIRONMENTAL CONDITIONS X TEMPERATURE. ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES
<br /> VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT ANCHORAGE OF EMERGENCY OR STANDBY POWER SYSTEMS VERIFY THAT ANCHORAGE COMPLIES WITH APPROVED
<br /> VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT,TRAVEL AT>50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.HIGH-EARLY- X CONSTRUCTION DOCUMENTS. OTB DATE
<br /> SPEED,WELDING MATERIALS,SHIELDING GAS TYPE/FLOW RATE, STRENGTH CONCRETE SHALL BE KEPT AT>50°F FOR AT LEAST 3
<br /> WPS FOLLOWED X PREHEAT APPLIED,INTERPASS TEMPERATURE MAINTAINED,AND DAYS.ACCELERATED CURING METHODS MAY BE USED(SEE ACI 318: INSTALLATION OF PIPING SYSTEMS CARRYING FLAMMABLE,
<br /> PROPER POSITION. 5.11.3).THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE>40°F COMBUSTIBLE OR HIGHLY TOXIC MATERIALS X VERIFY THAT INSTALLATION AND RESTRAINT COMPLY WITH
<br /> FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. APPROVED CONSTRUCTION DOCUMENTS.
<br /> VERIFY INTERPASS AND FINAL CLEANING,EACH PASS IS WITHIN SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br /> WELDING TECHNIQUES X HOURS AFTER SHOTCRETING.ALL CONCRETE MATERIALS
<br /> PROFILE LIMITATIONS AND QUALITY OF EACH PASS. CURING TEMPERATURE AND TECHNIQUES X INSTALLATION OF HVAC DUCTWORK CONTAINING VERIFY THAT INSTALLATION AND RESTRAINT COMPLY WITH F
<br /> REINFORCEMENT FORMS FILLERS AND GROUND SHALL BE FREE X a q
<br /> > HAZARDOUS MATERIALS APPROVED CONSTRUCTION DOCUMENTS.
<br /> FROM FROST.IN HOT WEATHER CONDITIONS ENSURE THAT w W
<br /> AFTER WELDING(TABLE N5.4-3,AISC 360-10): x w z o w 3 M
<br /> APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE VERIFY THAT INSTALLATION COMPLIES WITH APPROVED w°� p°° F" w o
<br /> CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT � C7
<br /> INSTALLATION OF VIBRATION ISOLATION SYSTEMS HAVING H Q w z N o
<br /> WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. 1 X CONSTRUCTION DOCUMENTS AND MANUFACTURERS v v A [� z w w Cay
<br /> EXCEEDED. A CLEARANCE OF 5/a RECOMMENDATIONS. p w a A v
<br /> a � � 3 oo � x
<br /> SIZE LENGTH AND LOCATION OF WELDS X z
<br /> CONFIRM THAT MANUFACTURER'S CERTIFICATE OF COMPLIANCE ¢ � a �Q �w �© Z p �
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA X o � ° x
<br /> CONFORMS TO THE REQUIREMENTS OF SECTION 13.2 OF ASCE 7-10. Y o")H ti Q � Qoq
<br /> ARC STRIKES X PRE-STRESSED CONCRETE X DESIGNATED SEISMIC SYSTEMS X VERIFY THAT THE LABEL,ANCHORAGE OR MOUNTING CONFORMS TO w U u o a c:.4
<br /> a V) w a�
<br /> THE MANUFACTURERS CERTIFICATE OF COMPLIANCE. Q >Q a a o z O Qo�
<br /> K-AREA X
<br /> VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED,ASSEMBLED AND
<br /> BACKING&WELD TABS REMOVED X ERECTION OF PRECAST CONCRETE X BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION
<br /> REPAIR ACTIVITIES X w w ¢ ti a: Q F.DOCUMENTS. F o°° "v° W
<br /> Fo°o ~�
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF WELDED VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO Q w ti
<br /> JOINT/MEMBER X STRENGTH VERIFICATION X THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF POST- SPECIAL INSPECTION, MATERIAL TESTING & STRUCTURAL OBSERVATION �+ x ; ,, x
<br /> �aav� wF. ,�
<br /> TENSIONED TENDONS. ITEMS REQUIRED BY CHAPTER 17 OF THE 2018 IBC
<br /> NONDESTRUCTIVE TESTING(SECTION N5.5,AISC 360-10):
<br /> VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE c�/\
<br /> ULTRASONIC TESTING SHALL BE PERFORMED ON 10%OF CJP GROOVE SHAPES,LINES,AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY FOR ITEMS REQUIRING CONTINUOUS INSPECTION,A SPECIAL INSPECTOR MUST BE PRESENT ONSITE DURING THE PERFORMANCE OF THAT TASK.IN
<br /> WELDS IN BUTT,T-AND CORNER JOINTS SUBJECT TO TRANSVERSELY FORMWORK X THE APPROVED CONSTRUCTION DOCUMENTS. "PERIODIC"INSPECTIONS/TESTS SHALL BE PERFORMED PRIOR TO COMMENCING THE TASK,INTERMITTENTLY DURING THE TASK,AND AT THE COMPLETION
<br /> APPLIED TENSION LOADING IN MATERIALS 5/16-INCH THICK OR OF THE TASK,UNLESS NOTED OTHERWISE.THE"DETAILED INSTRUCTIONS&FREQUENCY"PROVIDES A DESCRIPTION OF THE PRESUMED REQUIREMENTS
<br /> CJP WELDS(RISK CAT.II) X GREATER.TESTING RATE MUST BE INCREASED IF>5%OF WELDS FOR TASKS REQUIRING"PERIODIC"INSPECTIONS.
<br /> TESTED HAVE UNACCEPTABLE DEFECTS. VERIFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE AREAS O 'k
<br /> REINFORCEMENT COMPLYING WITH ASTM A 615 IN SPECIAL COMPLIES WITH ACI 318:21.1.5.2 BY MEANS OF CERTIFIED MILL TEST Q
<br /> MOMENT FRAMES,SPECIAL STRUCTURAL WALLS AND X REPORTS.IF THIS REINFORCING STEEL IS TO BE WELDED CHEMICAL m
<br /> A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER COUPLING BEAMS TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318:3.5.2. W '
<br /> CA 00
<br /> CJP WELDS(RISK CAT.III OR IV) X SECTION NS.SE. u a O O
<br /> SPECIAL INSPECTORS SHALL:
<br /> ACCESS HOLES(FLANGE>211) X
<br /> BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO PERFORMING ANY DUTIES. ■ W v
<br /> WELDED JOINTS SUBJECT TO FATIGUE X MASONRY CONSTRUCTION PROVIDE PROOF OF LICENSURE AS A SPECIAL INSPECTOR IN THE PROJECT'S STATE FOR EACH TYPE OF INSPECTION. Z
<br /> o
<br /> PRIOR TO BOLTING(TABLE N5.6-1,AISC 360-10): ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES a z W H d rA
<br /> sA
<br /> PRIOR TO CONSTRUCTION(ARTICLE 1.15,TMS-602/ACI 530.1-11): INSPECTION REPORTS ARE TO MEET THE REQUIREMENTS OF IBC 1704.2.4 AND LOCAL AHJ STANDARDS. '
<br /> Do- NOTREQUIRED IF ONLYSNUG-TIGHTJOINTS ARE SPECIFIED[PER SECTIONN5.6(1)OFAISC 360-IOJ. Q W It
<br /> VERIFY THAT MATERIALS CONFORM TO THE REQUIREMENTS OF THE m P.
<br /> • INSPECTION REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT,ENGINEER,OWNER/PROJECT MANAGER,AHJ PROJECT MANAGER,AND THE STATE LLJ
<br /> CERTIFICATIONS OF FASTENERS X APPROVED CONSTRUCTION DOCUMENTS.MIX DESIGN,TEST RESULTS, BUILDING OFFICIAL WITHIN 48 HOURS OF PERFORMING INSPECTIONS. z �- H O
<br /> MATERIAL CERTIFICATES,AND CONSTRUCTION PROCEDURES N
<br /> FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH SHOULD BE SUBMITTED FOR REVIEW.MORTAR MIX DESIGNS SHALL W
<br /> W
<br /> ASTM REQUIREMENTS. CONFORM TO ASTM C 270 WHILE GROUT SHALL CONFORM TO ASTM C A FINAL INSPECTION REPORT SHALL BE SUBMITTED FOLLOWING COMPLETION OF THE PROJECT DOCUMENTING THE TYPES OF SPECIAL INSPECTIONS * a z
<br /> PERFORMED AND A STATEMENT INDICATING THAT THE STRUCTURE IS IN COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND
<br /> 476.MATERIAL CERTIFICATES SHALL BE PROVIDED FOR THE O Q
<br /> VERIFY GRADE,TYPE,AND BOLT LENGTH IF THREADS ARE REVIEW MATERIAL CERTIFICATES,MIX DESIGNS,TEST APPLICABLE CODES(SEE IBC 1704.2.4). O
<br /> PROPER FASTENERS FOR JOINT X X FOLLOWING: REINFORCEMENT;ANCHORS,TIES,FASTENERS,AND N x
<br /> EXCLUDED FROM THE SHEAR PLANE. RESULTS AND CONSTRUCTION PROCEDURES METAL ACCESSORIES;MASONRY UNITS;MORTAR AND GROUT a
<br /> MATERIALS.CONSTRUCTION PROCEDURES FOR COLD-WEATHER OR
<br /> PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. HOT-WEATHER CONSTRUCTION SHALL BE REVIEWED.
<br /> CONNECTING ELEMENTS X VERIFY APPROPRIATE FAYING SURFACE CONDITION AND HOLE Z
<br /> PREPARATION,IF SPECIFIED,MEET REQUIREMENTS. ASSUMED MANPOWER FOR SPECIAL INSPECTION ITEMS,TO BE DISCUSSED AND VERIFIED WITH OWNER:
<br /> OBSERVE AND DOCUMENT VERIFICATION TESTING BY THE SAME INDIVIDUAL INSPECTORS SHALL BE USED FOR THE PROJECT TO MAINTAIN CONTINUITY WITHIN THE PROJECT.
<br /> PRE-INSTALLATION VERIFICATION TESTING X INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND AS CONSTRUCTION BEGINS(TABLE 1.19.2,TMS-402/ACI 530-11):
<br /> METHODS USED. o SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE COORDINATION OF PERSONNEL
<br /> VERIFY THAT MORTAR IS OF THE TYPE AND COLOR SPECIFIED ON THE ACCEPTABLE TO OWNER
<br /> PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS,NUTS,WASHERS,AND OTHER PROPORTIONS OF SITE-PREPARED MORTAR X CONSTRUCTION DOCUMENTS,THAT IT CONFORMS TO ASTM C 270, FOR REMOTE SITES,THE SPECIAL INSPECTORS SHOULD BE LICENSED IN MULTIPLE DISCIPLINES FOR SPECIAL INSPECTION IN ORDER TO LIMIT
<br /> FASTENER COMPONENTS. AND THAT IT IS MIXED IN ACCORDANCE WITH ARTICLE 2.6 A OF ��� 7-
<br /> TMS-602/ACI
<br /> a
<br /> TMS-602/ACI 530.1-11. THE NUMBER IN INDIVIDUALS TRAVELING TO THE PROJECT SITE.
<br /> rx x•77107
<br /> DURING BOLTING(TABLE N5.6-2,AISC 360-10):
<br /> ► NOT REQUIRED IF ONLYSNUG-TIGHT JOINTS ARE SPECIFIED[PER SECTIONN5.6(1) OFAISC 360-10]. CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS COMPLY WITH ARTICLE 3.3 B OF
<br /> TMS-602/ACI 53 0.1-11. q civil
<br /> ► NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING,DIRECT-TENSION-INDICA TORS, STRUCTURAL OBSERVER'S SHALL: 0'
<br /> OR TWIST-OFF TYPE TENSION CONTROL METHOD[PER SECTIONN5.6(2)OFAISC 360-10]. VERIFY THAT PRESTRESSING TENDONS COMPLY WITH ARTICLE 2.4 B V 2020
<br /> GRADE AND SIZE OF PRESTRESSING TENDONS AND OF TMS-602/ACI 530.1-11 AND THAT ANCHORAGES,COUPLERS,AND PROVIDE PROOF OF LICENSURE AS A LICENSED PROFESSIONAL/STRUCTURAL ENGINEER IN THE PROJECT'S STATE.
<br /> VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE ANCHORAGES X
<br /> END BLOCKS COMPLY WITH ARTICLE 2.4 H.
<br /> FASTENER ASSEMBLIES X CONDITION,PACED IN ALL HOLES,AND WASHERS ARE IF STRUCTURAL OBSERVATIONS ARE PERFORMED BY INDIVIDUALS OTHER THAN THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE,THEY SHOULD
<br /> POSITIONED AS REQUIRED. FIRST BE APPROVED BY THE BUILDING OFFICIAL.
<br /> VERIFY THAT REINFORCEMENT IS PLACED IN ACCORDANCE WITH
<br /> SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION LOCATION IN REINFORCEMENT,CONNECTORS,AND X ARTICLE 3.4 OF TMS-602/ACI 530.1-11.PRESTRESSING TENDONS SHALL AT THE CONCLUSION OF WORK,A FINAL STRUCTURAL OBSERVATION REPORT MUST BE SUBMITTED TO THE BUILDING OFFICIAL NOTING ANY
<br /> PRIOR TO PRETENSIONING OPERATION. PRESTRESSING TENDONS AND ANCHORAGES BE PLACED PER ARTICLE 3.6 A.
<br /> DEFICIENCIES WHICH,TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE NOT BEEN RESOLVED(SEE IBC 1704.5).
<br /> FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY VERIFY THAT PRESTRESSING TECHNIQUE COMPLIES WITH ARTICLE 3.6
<br /> WRENCH PREVENTED FROM ROTATING. PRESTRESSING TECHNIQUE X
<br /> B OF TMS-602/ACI 530.1-11.
<br /> VERIFY THAT FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY VERIFY THAT MORTAR COMPLIES WITH ARTICLE 2.1 C OF TMS-602/ACI T
<br /> RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE X 530.1-11. h�1
<br /> PRETENSIONED FASTENERS X MOST RIGID POINT TOWARD THE FREE EDGES.
<br /> PRIOR TO GROUTING(TABLE 1.19.2,TMS-402/ACI 530-11): O
<br /> AFTER BOLTING(TABLE N5.6-3,AISC 360-10): VERIFY THAT GROUT SPACE IS FREE OF MORTAR DROPPINGS,DEBRIS, r�
<br /> LOOSE AGGREGATE,AND OTHER DELETERIOUS MATERIALS AND
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED THAT CLEANOUTS ARE PROVIDED PER ARTICLE 3.2 D AND 3.2 F OF
<br /> CONNECTIONS X GROUT SPACE X TMS-602/ACI 530.1-11.CONTINUOUS INSPECTION IS REQUIRED FOR O
<br /> OTHER STEEL INSPECTIONS(SECTION N5.7,AISC 360-10; TABLES J8-1 &J10-1,AISC 341-10): RISK CATEGORY N BUILDINGS. M
<br /> ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO
<br /> VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE VERIFY THAT REINFORCEMENT,JOINT REINFORCEMENT,WALL TIES,
<br /> GRADE,TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR W 1
<br /> v
<br /> STRUCTURAL STEEL DETAILS X CONSTRUCTION DOCUMENTS,SUCH AS BRACES,STIFFENERS,MEMBER ANCHOR BOLTS AND VENEER ANCHORS COMPLY WITH THE
<br /> LOCATIONS,AND PROPER APPLICATION OF JOINT DETAILS AT EACH BOLTS,AND PRESTRESSING TENDONS AND ANCHORAGES X APPROVED CONSTRUCTION DOCUMENTS AND SECTION 1.6 OF TMS
<br /> CONNECTION. 402/ACI 530-11. O
<br /> SHALL BE ON THE PREMISES DURING THE PLACEMENT OF ANCHOR VERIFY THAT REINFORCEMENT,JOINT REINFORCEMENT,WALL TIES, O
<br /> RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL ANCHOR BOLTS AND VENEER ANCHORS ARE INSTALLED IN
<br /> ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS.VERIFY THE PLACEMENT OF REINFORCEMENT,CONNECTORS,AND ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS O
<br /> STRUCTURAL STEEL DIAMETER,GRADE,TYPE,AND LENGTH OF THE ANCHOR ROD OR PRESTRESSING TENDONS AND ANCHORAGES X AND ARTICLES 3.2 E,3.4,AND 3.6 A OF TMS 602/ACI 530.1-11.
<br /> X O
<br /> EMBEDDED ITEM,AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV
<br /> TO PLACEMENT OF CONCRETE. BUILDINGS.
<br /> VERIFY THAT GROUT IS PROPORTIONED PER ASTM C 476 AND HAS A v O v
<br /> VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL SLUMP BETWEEN 8-11 INCHES. SELF-CONSOLIDATED GROUT SHALL
<br /> REDUCED BEAM SECTIONS(RBS) X TOLERANCES(SEE TABLE J8-1 OF AISC 341-10). PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING X NOT BE PROPORTIONED ONSITE.(SEE ARTICLES 2.6 B AND 2.4 G.1.13 OF r�
<br /> GROUT FOR BONDED TENDONS TMS 602/ACI 530.1-11.CONTINUOUS INSPECTION IS REQUIRED FOR T/1
<br /> VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE RISK CATEGORY IV BUILDINGS.
<br /> PROTECTED ZONES X WITHIN THE PROTECTED ZONE(SEE TABLE J8-1 OF AISC 341-10).
<br /> CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS ARE PLACED IN ACCORDANCE WITH
<br /> ARTICLE 3.3 B OF TMS 602/ACI 530.1-11.
<br /> VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS OCCUR
<br /> H-PILES X WITHIN THE PROTECTED ZONES OF PILING(SEE TABLE J10-1 OF AISC DURING MASONRY CONSTRUCTION:
<br /> 341-10).
<br /> VERIFY THE LOCATIONS OF STRUCTURAL ELEMENTS WITH RESPECT
<br /> STEEL ELEMENTS OF COMPOSITE CONSTRUCTION(TABLE N6.1,AISC 360-10; TABLES J9-1 THRU J9-3,AISC 341-11): TO THE APPROVED PLANS AND CONFIRM THAT TOLERANCES MEET
<br /> SIZE AND LOCATION OF STRUCTURAL ELEMENTS X THE REQUIREMENTS OF ARTICLE 3.3 F OF TMS 602/ACI 530.1-11.
<br /> PLACEMENT AND INSTALLATION OF STEEL DECK X
<br /> PLACEMENT AND INSTALLATION OF STEEL HEADED STUD X VERIFY THAT CORRECT ANCHORAGES AND CONNECTIONS ARE
<br /> ANCHORS TYPE,SIZE,AND LOCATION OF ANCHORS,INCLUDING OTHER PROVIDED PER THE APPROVED PLANS AND SECTIONS 1.16.4.3 AND
<br /> DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL 1.17.1 OF TMS 402/ACI 530-11.CONTINUOUS INSPECTION IS REQUIRED
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF STEEL MEMBERS,FRAMES,OR OTHER CONSTRUCTION. X
<br /> ELEMENTS X FOR RISK CATEGORY N BUILDINGS.
<br /> VERIFY APPROPRIATE REINFORCEMENT SIZE,SPACING,AND
<br /> ORIENTATION;THAT IT HAS NOT BEEN RE-BENT IN FIELD;THAT IT IS WELDING OF REINFORCEMENT X
<br /> REINFORCING STEEL X CORRECTLY TIED AND SUPPORTED;AND THAT REQUIRED STEEL
<br /> CLEARANCES HAVE BEEN PROVIDED. VERIFY THAT COLD-WEATHER CONSTRUCTION IS PERFORMED IN
<br /> PREPARATION,CONSTRUCTION,AND PROTECTION OF ACCORDANCE WITH ARTICLE 1.8 C OF TMS 602/ACI 530.1-11 AND HOT
<br /> MASONRY DURING COLD WEATHER(<40°F)OR HOT WEATHER X WEATHER CONSTRUCTION PER ARTICLE 1.8 D OF TMS 602/ACI 530.1-11.
<br /> (>90°F).
<br /> STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
<br /> ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X
<br /> STEEL ROOF AND FLOOR DECKS(IBC TABLE 1705.2.2):
<br /> CONFIRM THAT IDENTIFICATION MARKINGS ARE PROVIDED TO PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR
<br /> MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK X CONFORM TO ASTM STANDARDS SPECIFIED ON CONSTRUCTION BONDED TENDONS IS IN COMPLIANCE X
<br /> DOCUMENTS.
<br /> PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION VERIFY THAT MORTAR IS PLACED IN ACCORDANCE WITH ARTICLE 3.3
<br /> VISUAL INSPECTION IS REQUIRED TO CONFIRM THAT WELD MEETS OF THIN-BED MORTAR JOINTS X B.8 OF TMS-602/ACI 530.1-11.
<br /> FLOOR AND ROOF DECK WELDS X ACCEPTANCE CRITERIA OF AWS D1.3.WELDER QUALIFICATIONS CONFIRM THAT SPECIMENS/PRISMS ARE PERFORMED AS REQUIRED BY
<br /> SHOULD ALSO BE VERIFIED. OBSERVATION OF GROUT SPECIMENS,MORTAR SPECIMENS, ARTICLE 1.4 OF TMS-602/ACI 530.1-11.CONTINUOUS INSPECTION IS
<br /> WELDING OF REINFORCING STEEL(IBC TABLE 170.5.2.2): AND/OR PRISMS X REQUIRED FOR RISK CATEGORY IV BUILDINGS.
<br /> VERIFY WELDABILITY OF REINFORCING STEEL BASED UPON CARBON
<br /> VERIFICATION OF WELDABILITY X EQUIVALENT AND IN ACCORDANCE WITH AWS DIA. MINIMUM TESTING:
<br /> VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY COMPRESSIVE STRENGTH TESTS SHOULD BE PERFORMED IN SHEET TITLE
<br /> REINFORCING STEEL IN INTERMEDIATE OR SPECIAL INDEX(VSI)FOR SELF-CONSOLIDATING GROUT X ACCORDANCE WITH ASTM C 1019 FOR SLUMP FLOW AND ASTM C 1611
<br /> MOMENT FAMES,AND BOUNDARY ELEMENTS OF SPECIALX FOR VSI.
<br /> STRUCTURAL WALLS
<br /> DETERMINE THE COMPRESSIVE STRENGTH FOR EACH WYTHE BY THE
<br /> SHEAR REINFORCEMENT X "UNIT STRENGTH METHOD"OR BY THE"PRISM TEST METHOD"AS
<br /> SPECIFIED IN ARTICLE 1.4 B OF TMS 602/ACI 530.1-11 PRIOR TO SPECIAL
<br /> VISUALLY INSPECT ALL WELDS IN ACCORDANCE WITH AWS D1.4. VERIFICATION OF FM AND F'AAC X CONSTRUCTION.FOR RISK CATEGORY N BUILDINGS THIS SHOULD BE
<br /> OTHER REINFORCING STEEL X VERIFIED AT EVERY 5,000FT2 OF CONSTRUCTION. INSPECTION
<br /> COLD-FORMED STEEL CONSTRUCTION(IBC 1705.2.2.1.1,1705.10.3,AND 1705.11.3):
<br /> VERIFY THAT TEMPORARY AND PERMANENT TRUSS BRACING IS VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED VERIFY THAT PROPORTIONS FOR MORTAR MEET ASTM C 270 AND
<br /> TRUSSES SPANNING>60-FEET X INSTALLED IN ACCORDANCE WITH APPROVED TRUSS PACKAGE. OR PRE-BLENDED MORTAR AND GROUT X PROPORTIONS FOR GROUT MEET ASTM C 476.THIS APPLIES TO RISK
<br /> PERFORMED BY CODE INSPECTION FIRM. CATEGORY IV BUILDINGS ONLY.
<br /> SHEET
<br /> O PERIODIC INSPECTIONS OF WELDING OPERATIONS.IF FASTENER
<br /> SPACING IS<4"O.C.: VERIFY THAT PROPER SCREW ATTACHMENT,
<br /> WIND-FORCE-RESISTING SYSTEMS OR X BOLTING,ANCHORING AND OTHER FASTENING OF SHEAR WALLS,
<br /> N SEISMIC-FORCE-RESISTING SYSTEMS DIAPHRAGMS,DRAG STRUTS,BRACES,SHEAR PANELS AND
<br /> sool
<br /> N HOLDOWNS HAS OCCURRED.PERFORMED BY CODE INSPECTION FIRM.
<br /> O
<br /> N
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