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EXISTING CONSTRUCTION SPECIAL INSPECTION CONT. SPECIAL INSPECTION CONT. SUBMITTALS
<br /> 1 . EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE 7. DEFINITIONS OF SPECIAL INSPECTIONS ANQ TESTING FREQUENCY: G. BOLTS, AFTER BOLTING 1 . THE FOLLOWING ITEMS SHALL BE SUBMITfED TO TNE STRUCTURAL ENGINEER
<br /> ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO A. (PER) PERIODIC OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION i. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED - FOR REVIEW ANQ APPR�VAL PRIOR TO FABRICATION/ERECTION/INSTALLATION. '-
<br /> FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE CONNECTIONS. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED
<br /> OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. '
<br /> BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE OF THE WQRK. H. OTHER STEEL INSPECTIONS
<br /> REPORTED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE BEGINNING B. (CONT) CONTINUOUS OBSERVATION OF WORK REQUIRING SPECIAL i. (PER) VERIFICATION OF STRUCTURAL STEEL DETAILING - VERIFY "
<br /> WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN COMPLIANCE WITH THE DETAILS SPECIFIED ON THE STRUCTURAL STRUCTURAL SUBMITTALS -
<br /> OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL THE AftEA WHERE THE WORK IS BEING PERFORMED. DRAWINGS.
<br /> PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. ii. (CONT) ANCHOR RODS/EMBEDS - VERIFY MATERIAL, GRADE, DIAMETER, ITEM PROD SHOP TEST CALCS BLDG
<br /> 8. STEEL INSPECTIONS LENGTH AND TYPE OF ELEMENT AND EMBEDMENT DEPTH. DATA DW�S RESULTS DEPT
<br /> 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM iii. (CONT) PROTECTED ZONE - NO HOLES AND UNAPPROVED
<br /> THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE A. WELDS, PRIOR TO WELDING ATTACHMENTS MADE. STRUCTURAL STEEL - YES - - -
<br /> SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR i. (CONT) WELQING PROCEDURE SPECIFIGATIONS (WPSS) AVAILABLE. �
<br /> MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN iv. (CONT) RBS GEOMETRY REQUIR�MENTS, IF APPLICABLE. GROUT YES - - - -
<br /> PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. ��• (CONT) MANUFACTURE CERTIFICATIONS FOR WELDING CONSUMABLES �
<br /> AVAILABLE. EPDXY AND EXP ANCHORS YES - - - -
<br /> 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL ���� (PER) MATERIAL IDENTIFICATION (TYPE/GRADE). :
<br /> iv. PER WELDER IDENTIFICATION SYSTEM - THE FABRICATOR OR ERECTOR STRUCTURAL OBSERVATION
<br /> VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY � � � 2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT '
<br /> DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO � . STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND
<br /> PRIOR TO BEGINNING WORK. HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE THE PROJECT SPECIFICATIONS.
<br /> v. (PER) FIT-UP OR GRQVE WELDS (INCLUDING JOINT GEOMEfRY) VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE
<br /> 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN vi. (PER) CONFIGURATION AND FINISH OF ACCESS HOLES STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE 3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW
<br /> ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS vii. (PER) FIT-UP OF FILLET WELDS COMPLEfED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL ,
<br /> FOR THE ORIGINAL BUILDWG. ONLY LIMITED FIELD VERIFICATION HAS viii. (PER) CHECK WELDING EQUIPMENT AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE
<br /> BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED RESPONSIBILITY FOR THE INSPECTIONS REQUlRED OF THE BUILDING PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR '
<br /> TO THE AS-BUILT CONSTRUCTION SHALL BE REPORTED TO THE B. WELDS, DURING WELDING INSPECTOR OR THE DEPUTY INSPECTOR. UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS
<br /> STRUCTURAL ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. i. (PER) USE OF QUALIFIED WELDERS CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT �
<br /> ii. (PER) CONTROL AND HANDLING OF WELDING CONSUMABLES 2. THE OWNER SHALL EMPLOY AN ENGINEER LICENSED TO PERFORM BE APPROVED. IF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP
<br /> 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL iii. (PER) NO WELDING OVER CRACKED WELDS. STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED,
<br /> ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR iv. (PER) ENVIRONMENTAL CONDITIONS EITHER PRIOR T� OR AFTER REVIEW BY THE STRUCTURAL ENGINEER, THE
<br /> RElATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED 3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETfER TO BE SUBMITTED TO THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE
<br /> v. PER WPS FOLLOWED BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS
<br /> ON THE PLANS, SECTIONS ANQ DEfAILS. �
<br /> vi. (PER) WELDING TECHNIQUES FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM LIES SOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT
<br /> 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND REVIEWED BY THE STRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED �
<br /> ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT C. WELDS, AFTER WELDING SHALL PRESIDE OVER THIS MEETING. BY THE CONTRACTOR.
<br /> OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO WSTALL i. (PER) WELDS CLEANED. �
<br /> NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL ii. (CONT) SIZE, LENGTH AND LOCATION OF WELDS. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION 4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY
<br /> DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS iii. (CUNT) WELDS MEET VISUAL ACCEPTANCE CRITERIA. BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL BUILDING CODE OR THESE PLANS. '
<br /> MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON iv. (CONT) ARC STRIKES. DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS
<br /> THE PLANS, SECTIONS AND DETAILS. (CONT) K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY AND SPECIAL INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE 5. "CALCS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN
<br /> v.
<br /> DEMOLITION PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT PROFESSIONAL AUTHORIZEQ TO PERFORM WORK IN THE PROJECT
<br /> VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 31N AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND
<br /> 1 . ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE OF THE WELD. AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE
<br /> EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. vi. (CONT) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED). COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE
<br /> vii. (CONT) REPAIR ACTIVITIES. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE
<br /> 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO viii. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD ARCHITECTURAL AND STRUCTURAL DRAWINGS. �
<br /> REDUCE SUCH DAMAGE TO A MINIMUM. OR MEMBER. OF THE PRECONSTRUCTION MEE�ING NOTED ABOVE SHALL BE INCLUDED IN THE
<br /> FIRST OBSERVATION REPORT. 6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND ,
<br /> 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED D. NONDESTRUGTIVE WELD TESTING APPROVED BY THE BUILDING OFFICIAL PRIOR T0 FABRICATION AND/OR
<br /> DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. i. CJP WELDS - ULTRASONIC TESTING SHALL BE PERFORMED ON 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT �EAST TWO WEEKS INSTALLATION.
<br /> ALL CJP JOINTS IN MATERIALS NOMINALLY 5/16 INCH AND THICKER. PRIOR TO DATE OF THE PROPOSED OBSERVATION.
<br /> ii. WELD ACCESS HOLES IN MATERIALS 1 1/2 INCH OR THICKER - 7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING 7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO
<br /> SPECIAL INSPECTION FLANGES SHALL BE TESTED USING MAGNETIC PARTICLE OR SIGNIFICANT CONSTRUCTION STAGES: REVIEW BY THE STRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED
<br /> PENETRANT TESTING. SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR UNREVIEWED.
<br /> 1 . SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, iii. AFTER JOINT COMPLETION, BASE METAL THICKER THAN 1 1�Z INCH CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED 8. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. ,
<br /> IN CONTRACT WITH THE OWNER AND APPROVED BY THE BUILDING OFFICIAL, WHERE THE CONNECTED MATERIAL IS GREATER THAN � INCH, AND COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF �
<br /> SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK CONTAINS CJP GROOVE WELDS, SHALL BE ULTRASONICALLY TESTED. a AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE.
<br /> iv. REDUCED BEAM SECTION REPAIR - MP TESTING SHALL BE � THE SUBMII7AL PROGESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE
<br /> (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): PERFORMED ON ANY WELD AND ADJACENT AREA OF THE REDUCED QRDERS. TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE �
<br /> BEAM SECTION CUT SURFACE THAT HAS BEEN REPAIREQ BY WELDING, CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEW PROCESS AND SHALL
<br /> ITEM BUILDING CODE OR ON THE BASE MEfAL OF THE REDUCED BEAM SECTION CUT NOT BE DEEMED A CHANGE ORDER.
<br /> REFERENCE SURFACE IF A SHARP NOTCH HAS BEEN REMOVED BY GRINDING.
<br /> v. WELD TAB REMOVAL SITES - AT THE END OF WELDS, WHERE WELD 9. RESUBMITTALS SHALL HAVE ALL REVISIC?NS CLEARLY IDENTIFIED WITH DRAWING
<br /> STEEL 1705.2 AND TABS HAVE BEEN REMOVED, MPT SHALL BE PERFORMED ON THE SAME CLOUDS ANQ REVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT 8E
<br /> AISC 350 CHAPTER N BEAM-TO-COLUMN JOINTS RECEIVING UT. RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS. �
<br /> DETAIL VERIFICATION
<br /> WELQING OF STRUCTURAL STEEL E. BOLTS, PRIOR TO BOLTING 10. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED ,
<br /> HIGH STRENGTH BOLTING i. (CONT) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
<br /> MATERIALS. FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
<br /> SPECIAL SYSTEMS 1705.1 .1 ONLY WILL NOT SATISFY THIS REQUIREMENT. �ONTRACTOR WILL BE �
<br /> ii. (PER) FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.
<br /> EXPANSION/EPDXY ANCHOR BOLTS (PER) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, � RESPONSIBLE FOR ANY ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED
<br /> iii. FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND
<br /> 1YPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SUBSTITUTIONS.
<br /> 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON SHEAR PLANE).
<br /> THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING iv. (PER) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL.
<br /> OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CERTIFICATES v. (PER) CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYIN� �
<br /> OF COMPLIANCE SHALL BE SUBMITfED TO THE BUILDING OFFICIAL FROM THE SURFACE CONQITION AND H�LE PREPARATION, IF SPECIFIED, MEET '
<br /> FABRICATORS OR MANUFACTURERS OF THE FOLLOWING COMPONENTS: APPLICABLE REQUIREMENTS. �
<br /> vi. (PER) PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION .
<br /> STRUCTURAL STEEL PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER .
<br /> ASSEMBLIES AND METHODS USED.
<br /> 3. EPDXY OR EXPANSION lYPE ANCHORS SHALL BE APPROVED BY THE BUILDING vii. (PER) PROPER STORAGE PROVIDEQ FOR BOLTS, NUTS, WASHERS
<br /> OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE AND OTHER FASTENER COMPONENTS. �
<br /> MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS.
<br /> F. BOLTS, DURING BOLTING
<br /> 4. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF i. (PER) FASTENERS ASSEMBLIES, OF SUITABLE CONQITION, PLACED -
<br /> MOMENT-RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE IN ALL HOLES AND WASHERS (IF REQUIRED) ARE PQSITIONED
<br /> GOVERNING CODE. AS REQUIRED. ,
<br /> 5. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE i�� (PER) JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
<br /> DISTRIBUTED TO THE OWNER, STRUCTURAL ENGINEER, AND PRE7ENSIONING OPERATION.
<br /> BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. iii. (PER) FASTENER COMPONENT NOT TURNEQ BY THE WRENCH
<br /> PREVENTED FROM ROTATING.
<br /> 6. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. iv. (PER) FASTENERS ARE PREfENSIONED IN ACCORDANCE WITH THE RCSC OF�111AN
<br /> SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID
<br /> POINT TOWARD THE FREE EDGES. D�N-H5 - 11 .� � .2018 N G I N E E R S
<br /> 1101 2nd,Suite 400�Seattie,WA 98101
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<br /> LASTING creativiSy(resulis I releqonships
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPRQVED DATE �gY W• OJ� ACCEPTABILITY R. REEVES 06.26.1$ �TRUCTURAL ABBREVIATIONS AND NOTES 1786915 A 11.Z� .�H .,
<br /> ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 06.26.18 �, �,�� AS�I ,y THIS DESIGN AND/OR cHECKEo
<br /> `� SPECIFICATION IS APPROVED K. WANG 06.26.18 SHEEf
<br /> A 45-003 MODIFICATIONS HATCH DOOR RELOCATION 1786915 CEI EO 11.21.18 � �� • APPROVED 8Y DEPT. DATE K. WANG 06.26.18 TIT� 45-003 MODIFICATIONS HATCH DOOR RELOCATION
<br /> ���,�� CHECKED S 2 b 2
<br /> � 36 W� P ROV D 06.26.'8 BUILDING 45�Vo� JOB N0. COMP N0.
<br /> � Gc� c,� w 1786915
<br /> �`�I�NAL��'���� APPROVED DWG N0.
<br /> STRUCTURAL MASTER EVERETT, WA 45-003-S2b-2
<br />
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