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POST
<br />INSTALLED ANCHORAGE
<br />SUBMITTALS
<br />SPECIAL INSPECTION
<br />INSPECTIONS CONT.
<br />1.
<br />ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO
<br />1.
<br />THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER
<br />1.
<br />SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR,
<br />D. BOLTS, PRIOR TO BOLTING
<br />THE FOLLOWING:
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION.
<br />IN CONTRACT WITH THE OWNER AND APPROVED BY THE FOR AND THE
<br />i. (CONT) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
<br />THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED
<br />BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK:
<br />MATERIALS
<br />A. CONCRETE EPDXY ANCHORS: HILTI HIT -RE 500 V3 ESR-3814
<br />ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS.
<br />ii. (PER) FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
<br />B. GROUTED REINFORCED
<br />ITEM PROD SHOP TEST CALLS BLDG
<br />BUILDING CODE
<br />REFERENCE
<br />iii. (PER) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE,
<br />CMU EPDXY ANCHORS: HILTI HIT-HY 70 ESR-2682
<br />DATA DWGS RESULTS DEPT
<br />TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR
<br />SPECIAL SYSTEMS 1705.1.1
<br />PLANE)
<br />2.
<br />MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO
<br />A. EPDXY X
<br />EXPANSION/EPDXY ANCHOR BOLTS
<br />iv. (PER) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
<br />THE FOLLOWING:
<br />B. EXPANSION ANCHORS X
<br />v. (PER) CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
<br />C. TIE -DOWNS X
<br />2.
<br />SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON
<br />SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
<br />A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR-1917
<br />THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING
<br />APPLICABLE REQUIREMENTS
<br />2.
<br />"PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT
<br />OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CERTIFICATES OF
<br />vi. (PER) PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION
<br />B. CONCRETE UNDERCUT ANCHORS HILTI HDA ESR-1546
<br />PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND
<br />COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FROM THE
<br />PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND
<br />THE PROJECT SPECIFICATIONS.
<br />FABRICATORS OR MANUFACTURERS OF THE FOLLOWING COMPONENTS:
<br />METHODS USED
<br />C. GROUTED REINFORCED
<br />CMU EXPANSION ANCHORS HILTI KWIK BOLT 3 ESR-1385
<br />3.
<br />"SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW
<br />3.
<br />ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE SOILS
<br />vii. (PER) PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
<br />QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL
<br />ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL,
<br />OTHER FASTENER COMPONENTS
<br />3,
<br />DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED
<br />IR
<br />DATA REQUIRED FOR FABRICATION ERECTION AND INSTALLATION. THE
<br />DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE
<br />PURPOSE THESE DRAWINGS DEMONSTRATE THAT THE CONTRACTOR
<br />4.
<br />EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING
<br />E. BOLTS, DURING BOLTING
<br />APPLICABLE ICC EVALUATION REPORT.
<br />UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS
<br />OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE
<br />i. (PER) FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
<br />CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT
<br />MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS.
<br />HOLES
<br />4.
<br />BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S
<br />BE APPROVED.
<br />AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED
<br />INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE
<br />5.
<br />NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF
<br />A DRY, DUST -FREE HOLE.
<br />4.
<br />"TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY
<br />MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE
<br />ii. (PER) JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE
<br />BUILDING CODE OR THESE PLANS.
<br />GOVERNING CODE.
<br />PRETENSIONING OPERATION
<br />5.
<br />INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH
<br />iii. (PER) FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
<br />MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN
<br />5.
<br />CALLS - SUBMIT CALCULATIONS SIGNED AND SEALED BY A DESIGN
<br />6.
<br />SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE
<br />FROM ROTATING
<br />ORDER TO PRODUCE AN AIR -VOID FREE INJECTION.
<br />PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT
<br />DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND
<br />iv. (PER) FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
<br />JURISDICTION.
<br />BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED,
<br />SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
<br />6.
<br />SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER -FILLED HOLES,
<br />UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE ENGINEER
<br />6.
<br />"BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND
<br />7.
<br />DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS.
<br />TOWARD THE FREE EDGES
<br />OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT.
<br />APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR
<br />INSTALLATION
<br />�3.
<br />DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:
<br />F. BOLTS, AFTER BOLTING
<br />7.
<br />STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE
<br />.
<br />i. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS
<br />DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS.
<br />7.
<br />THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO REVIEW
<br />"CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING
<br />BY THE STRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED SUBMITTALS WILL BE
<br />SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS
<br />STRUCTURAL OBSERVATION
<br />6.
<br />SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL
<br />RETURNED TO THE CONTRACTOR UNREVIEWED.
<br />PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
<br />ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-ES
<br />1.
<br />STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN
<br />EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE.
<br />6.
<br />THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS.
<br />"PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK
<br />ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE
<br />COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF THE
<br />REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO
<br />VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL
<br />9.
<br />ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE
<br />SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE ORDERS.
<br />IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING
<br />SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE
<br />EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE
<br />TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE CONSIDERED
<br />PERFORMED AND AT THE COMPLETION OF THE WORK.
<br />FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS.
<br />PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED CODE
<br />INHERENT TO THE SUBMITTAL REVIEW PROCESS AND SHALL NOT BE DEEMED A
<br />STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE
<br />APPROVALS.
<br />CHANGE ORDER.
<br />9.
<br />STEEL INSPECTIONS
<br />INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
<br />9.
<br />RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING
<br />A. WELDS, PRIOR TO WELDING
<br />2.
<br />THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM
<br />CLOUDS AND REVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT BE
<br />i. (CONT) WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE.
<br />STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION.
<br />RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS.
<br />ii. (CONT) MANUFACTURE CERTIFICATIONS FOR WELDING CONSUMABLES
<br />AVAILABLE.
<br />3.
<br />THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE
<br />10.
<br />CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED IN
<br />WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
<br />iii. (PER) MATERIAL IDENTIFICATION (TYPE/GRADE).
<br />BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE
<br />CONSTRUCTION CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
<br />iv. (PER) WELDER IDENTIFICATION SYSTEM - THE FABRICATOR OR ERECTOR,
<br />VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE
<br />REQUIREMENT. CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL
<br />AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO
<br />REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS
<br />ENGINEERING ERROR AND ASSOCIATED FEES REQUIRED FOR REVIEW AND APPROVAL
<br />HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br />MEETING.
<br />OF REQUESTED CHANGES AND SUBSTITUTIONS.
<br />v. (PER) FIT -UP OR GROVE WELDS (INCLUDING JOINT GEOMETRY)
<br />4.
<br />THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION
<br />vi. (PER) CONFIGURATION AND FINISH OF ACCESS HOLES
<br />BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN,
<br />vii. (PER) FIT -UP OF FILLET WELDS
<br />STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL
<br />viii. (PER) CHECK WELDING EQUIPMENT
<br />INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE
<br />MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND
<br />B. WELDS, DURING WELDING
<br />LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE
<br />i. (PER) USE OF QUALIFIED WELDERS
<br />REQUIRED OBSERVATIONS.
<br />ii. (PER) CONTROL AND HANDLING OF WELDING CONSUMABLES
<br />5.
<br />REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO
<br />iii. (PER) NO WELDING OVER CRACKED WELDS.
<br />THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE
<br />iv. (PER) ENVIRONMENTAL- CONDITIONS
<br />PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST
<br />v. (PER) WPS FOLLOWED
<br />OBSERVATION REPORT.
<br />vi. (PER) WELDING TECHNIQUES
<br />6.
<br />THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR
<br />TO DATE OF THE PROPOSED OBSERVATION.
<br />C. WELDS, AFTER WELDING
<br />i. (PER) WELDS CLEANED
<br />7.
<br />THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING
<br />ii. (CONT) SIZE, LENGTH AND LOCATION OF WELDS
<br />SIGNIFICANT CONSTRUCTION STAGES:
<br />iii. (CONT) WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED:
<br />iv. (CONT) ARC STRIKES
<br />v. (CONT) K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY
<br />A) AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE.
<br />PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY
<br />INSPECT THE WEB K-AREA FOR CRACKS WITHIN 31N OF THE WELD.
<br />vi. (CONT) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
<br />vii. (CONT) REPAIR ACTIVITIES
<br />viii. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT
<br />OR MEMBER
<br />lsz)uED FOR Po"'ERMIT
<br />04 / 0`8 / 2 0 19
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