|
11 . STATEMENT OF SPECIf�L WSPECTIONS 13. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 13. CONT 15D. CONT
<br /> IBC SI Sd TITLE
<br /> IBC TABLE 1705.3 AISC 360 TABLE N5.4-3 REFERENCED
<br /> CONTINUOUS PERIODIC
<br /> 1705.2 ✓ N/R STEEL CONSTRUCTION(SEE TABLES 15A,15B,15C,15D,AND 15E) CONTINUOUS PERIODIC REFERENCED 3.AFTER WELDING,VERIFY AND INSPECT THE FOLLOWING: � � ` SPECIAL INSPEGTION OR TEST TYPE SPECIAL SPECIAL
<br /> SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL STANDARD �gG REFERENCE , ' INSPECTION INSPEGTION STANDARD �rr �
<br /> 1705,3 ✓ N/R CONCRETE CONSTRUCTION(SEE TABLE 13) INSPECTION INSPECTION � A.WELDS CLEANED N/R ✓ - SDI QAtQG TABLE 1.6 � � � � � � � � � �
<br /> 1705.6 ✓ WR SOILS(SEE TABLE 12A) ACI 318:CH.20, i B.SIZE,LENGTH,AND LOCATION OF WELDS ✓ �R ' 6.PRIOR TO MECHANICAL FASTENING,VERIFY AND INSPECT THE FOLLOWING:
<br /> 1.INSPECT REINFORCEMENT AND VERIFY PLACEMENT N/R ✓ 25.2,25.3, 1908.4
<br /> 17Q5.12.1 ✓ WR 26.6.1-26.6.3 z C.WELDS MEET VISUAL ACCEPTANCE CRITERIA A.MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR '
<br /> 1705.13.1 STRUCTURAL STEEL-SEISMIC FORCE RESISTING SYSTEM i N/R ✓ -
<br /> 2.REINFORCWG BAR WELDING � � 1)CRACK PROHIBITION MECHANICAL FASTENERS
<br /> 1705.12.2 ✓ wR STRUCTURAL WOOD-SEISMIC FORCE RESISTING SYSTEM i � B.PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION N/R ✓ -
<br /> � AWS D1.4 , ; 2)WELD TO BASE METAL FUSION
<br /> ! A.VERIFY REINFORCING BARS ARE ASTM A706 N(R ✓ -
<br /> ACI 318:26.6.4 j � C.PROPER STORAGE FOR MECHANICAL FASTENERS N!R ✓ -
<br /> SI =SPECIAL INSPECTION � B.INSPECT SINGLE-PASB FILLET WELDS,MAXIMUM _ 3 ! 3)CRATER CROSS SECTION
<br /> ' S N, N/R � AWS D1.4 � ✓ N/R SQI QAIQC TABLE 1.7
<br /> SO =STRUCTURAL OBSERVATION � /6,AND ACI 318:26.6.4 s s 4)WELD PROFILES .
<br /> ✓ =1TEM IS REQUIRED ` = 7.DURING MECHANICAL FASTENING,VERIFY OR INSPECT THE FOLLOWING:
<br /> WR =1TEM IS NOT REQUIRED 3 C.INSPECT ALL OTHER WELDS � N� ACI 318�.�26 6.4 ' € ' 5)WELD SIZE
<br /> � � 6)UNDERCUT A.FASTENERS ARE POSITIONED AS REQUIRED N/R ✓ a r c h i t E C t 5
<br /> SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY.SEE ARCH,MECH AND ELEC 3.INSPECT ANCHORS CAST IN CONCRETE N/R ✓ ACI 318:17.8.2 - � ' B.FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
<br /> DRAWINGS FOR ADDITIONAL SPECIAL WSPECTIONS. 4.INSPECTANCHORS POST-INSTALLED IN HARDENED ° ; ; 3 3 7)POROSITY INSTRUCTIQNS N/R ✓ - 2505 Third Avenue
<br /> CONCRETE MEMBERS: � ( ! � D.ARC STRIKES ✓ N/R - Suite 324
<br /> 11.1 INSPECTION/TESTING REQUIREMENTS: � SDI QAlQC TABLE 1.8 Seattle, WA 98121
<br /> �
<br /> ' A.ADHESIVE ANCHORS INSTALLED W ; E.k-AREA ✓ N/R - 8,AFTER MECHANICAL FASTENING,VERIFY OR INSPECT THE FOLLOWING:
<br /> SEE DRAWINGS,SPECIFICATIONS,AND IBC SECTIONS 110,AND CHAPTER 17. � HORIZONTALLY OR UPWARDLY INCLINED � N/R ACI 318:17.8.2.4 - � F.BACKING REMOVED AND WELD TABS REMOVEq IF REQUIRED ✓ WR - 206_720_700'I phone .
<br /> I ORIENTATIONS TO RESIST SUSTAINED TENSION � A.CHECK SPACING,TYPE,AND INSTALLATION OF SUPPORT FASTENERS ✓ N/R - 206.720.2949 fax
<br /> 11.2 INSPECTIONS BY THE BUILDING OFFICIAL(IBC SECTION 110): ; LOADS � G.REPAIR ACTIVITIES � N� ' B.CHECK SPACWG,TYPE,AND INSTALLATION OF SIDELAP FASTENERS ✓ N/R -
<br /> 11.2.1 FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE ; B.MECHANICAL ANCHORS AND ADHESIVE ANGHORS N/R ✓ ACI 318:�7.8.2 _ # H.DOCUMENT ACCEPTANCE OR REJECTIQN OF WEIDED JOINT OR � N�R _ C.CHECK SPACING,TYPE,AND WSTALLATION OF PERIMETER FASTENERS ✓ N/R _ www•craftarchitects.com
<br /> AND ANY REQUIRED REINFORCING IS IN PLACE.ANY REQUIRED FORMS SHALI.BE IN PLAGE PRIOR j NOT DEFINED IN 4A ; MEMBER .
<br /> TO INSPECTION. ACI 318: D.VERIFY REPAIR ACTIVITIES ✓ N/R -
<br /> 5.VERIFY USE OF REQUIRED DESIGN MIX N/R ✓ CH.19,26.4.3, 1904.1,1904.2,
<br /> 11.2.2 CONCRETE SLABAND UNDER FLOOR INSPECTION5 SHALI BE MADEAFTERALL IN SLAB OR UNDER 26.4.4 1908.2,1908.3 15B. REQUI RED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - E.DOCUMENTACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS ✓ N/R -
<br /> FLOORREINFORCING,CONDUIT,PIPINGANDOTHERANCILLARYEQUIPMENTITEMSAND CONSTRUCTION INSPECTION OF BOLTING
<br /> ACCESSORIES ARE IN PLACE BUT PRIOR TO CONCRETE PLACEMENT OR FLOOR SHEATHING 6.PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS ASTM C 172
<br /> INSTALLATION. FORSTRENGTHTESTS,PERFORMSLUMPANDAIRCONTENT ,� NfR ASTMC31 190$.10 CONTINUOUS PERIODIC 15E. REQUIRED SPECIAL INSPECTIONS AND TESTS OF OPEN-WEB STEEL JOISTS
<br /> TESTS,AND DETERMINE THE TEMPERATURE OF THE ACI 31 S:26.4, SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL REFERENCED AN D J OI ST G I RDE RS
<br /> 11.2.3 FRAMING INSPECTIONS SHALL BE MADEAFTERALL SHEATHING,FRAMING,BLOCKING AND BRACING CQNCRETE 26.12 INSPEGTION WSPECTION �TANDARD �
<br /> ARE COMPLETE AND ALL PIPES,DUCTS,ELECTRICAL,PLUMBING,ETC.,ARE INSTALLED AND IBC TABLE 1705.2.3
<br /> 7.INSPECT CONCRETE PLACEMENT FOR PROPER 1908.6,1908.7, AISC 360 TABLE N5.6-1 �
<br /> APPROVED PRIOR TO COVER. ✓ N1R ACI 318:26.5
<br /> APPLICATION TECHNIQUES 1908.8 CONTINUOUS PERIODIG
<br /> 1.PRIOR TO BOLTING,VERIFY AND INSPECT THE FOLLOWING: - REFERENCED �
<br /> 11.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE,THE BUILQING OFFICIAL IS AUTHORIZED TO 8.VERIFY MAINTENANCE OF SPECIFIED CURING ACI 31$: SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL STANDARD
<br /> MAKE OR REQUIRE OTHER INSPECTIONS OF ANY CONSTRUCTION WORKTO ASCERTAIN TEMPERATURE AND TECHNIQUES N�R � 26.5.3-26.5.5 ���'9 A.MANUFACTURER'S CERTIFICATIONS FOR FASTENER IVIATERIALS ✓ N/R - INSPECTION INSPECTION �
<br /> COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORGED BY THE BUILDING 10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS N/R ✓ ACI 318:26.8 - B.FASTENERS MARKED IN AGCORDANCE WITH ASTM REQUIREMENTS N/R ✓ _ 1.INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS Q �
<br /> OFFICIAL.
<br /> 11.VERIFY IN-SITU CONCRETE STRENGTH,PRIOR TO C.PROPER FASTENER SELECTED FOR JOINT DETAIL N/R ✓ AISC 360 A3.1 A.END CONNECTIONS-WELDING OR BOLTED N/R ✓ SJI SPECIFICATIONS W � �
<br /> 11.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS(IBG CHAPTER 17): STRESSING OF TENDONS IN POST-TENSIONED CQNCRETE B.6RIDGING-HORIZONTAL OR DIAGONAL N/R ✓ SJI SPECIFICATIONS � � �
<br /> - AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM N/R ✓ ACI 318:26.1 L2 - D.PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL N(R ✓ -
<br /> 11.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE BEAMS AND STRUCTURAL SLABS E.GONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING 15.1 STRUCTURAL STEEL CONSTRUCTION: � �
<br /> REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE SURFACE CONDITIONS AND HOLE PREPARATION,IF SPECIFIED,MEET N/R ✓ - r"�
<br /> BUILDING OFFICIAL. OMISSION FROM THE LIST BELQW OF TESTING AND INSPECTION 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND ACI 318: ���� �
<br /> N(R ✓ - APPLICABLE REQUIREMENTS SPECIAL INSPECTION AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS SHALI BE IN ACCORDANCE WITH THE � .
<br /> REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED 26.11.1.2(b) QUALITY CONTROL AND QUALITY ASSURANGE REQUIREMENTS OF AISC 360 AS NOTED IN TABLES 15A 15B 15C AND AWS D1.1
<br /> INSPECTION REQUIRED BY THE SPECIFICATIONS,THE IBC AND THE BUILDING OFFICIAL. F.PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION ' ' ' ' ' W W
<br /> 13.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 AS NOTED IN TABLE 13,INCLUDING: PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES ✓ N/R _ INCLUDING: ��' ► � .
<br /> 11.3.3 TESTING AND SPECIAL INSPECTfONS SHALL BE COMPLETED IN ACCORDANCE WITH THE AND METHODS USED �'
<br /> 13.1.1 CONTINUOUS SPECIAL INSPECTION OF PRESTRESSED CONCRETE TENDON PLACEMENT,INTEGRITY OF PROTECTNE 15.1.1 WSPECTION OF ERECTED STEEL SYSTEM. � � j
<br /> REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION. G.PROPER STORAGE PRQVIDED FOR BOLTS,NUTS,WASHERS,ANQ � �
<br /> WRAPPING,GROUTING OF BONDED PRESTRESSED TENDONS IN THE SEISMIC FORCE RESISTING SYSTEM AND APPLICATION OTHER FASTENER COMP�NENTS 15.1.2 REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS FOR CpMPLIANCE WITH THE CONSTRUCTION DQCUMENTS.
<br /> 11.4 STRUCTURAL OBSERVATION OF PRESTRESSING FORCES. 'CC W
<br /> AISC 360 TABLE N5.6-2 � �
<br /> 13.1.2 CONTINUOUS SPECIAL INSPECTION OF CONCRETE AND SHQTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 15.1.3 OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE AS �
<br /> 11.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION W A MANNER AS 2.DURING BOLTING,VERIFY AND INSPECT THE FOLLOWING: FOLLOWS:
<br /> REQUIRED TO BECOME GENERALLY FAMILIAR WITH THE W PLACE CONSTRUCTION. �
<br /> 13.1.3 CQNTINUOUS SPECIAL INSPECTION OF BOLTS INSTALLED IN CpNCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. A.FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL � � _ A. VERIFY THAT WELD FILLER MATERIAL AND MANUFACTURER'S CERTIFIGATE OF COMPLIANCE CONF4RM TO AWS
<br /> 11.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE.TIMING AND DURATION OF HOLES AND WASHERS(IF REQUIRED)ARE POSITIONED AS REQUIRED SPECIFICATION SPECIFIED. VERIFY WELDERS ARE CERTIFIED BY WABO,THAT PROPER ELECTRODES IN OVEN DRY
<br /> OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING 13.1.5 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLEb IN HARDENED CONCRETE SHALL 6E AS g.,101NT BROUGHT Td THE SNUG-TIGHT CONDITION PRIOR TO THE CONDITIONS ARE USED,AND THAT PROPER METHODS AND PREPARATIONS ARE USED.
<br /> CONSTRUCTION. DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPRQVEQ SOURCE(ICC,IAPMO,ETC.). PRETENSIONING OPERATION �R �
<br /> 13.2 ADDITIONAL REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC SECTION 1705.12. C:FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED B. PERIODIC SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED FOR SINGLE PASS FILLET WELDS LESS THAN OR
<br /> 11.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR FROM ROTATING N�R � EQUAL TO 5/16"AND FLOOR AND DECK WELDS. �
<br /> GUARANTEE BY THE STRUCTURAL ENGINEER. •
<br /> 15A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - �.F�sTENERSARE PRETENs�oNE��NAcco�p,tvcEw�TH THE Rcsc C. CONTINUOUS SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED ON COMPLETE AND PARTIAL PENETRATION
<br /> 11.5 SPECIAL INSPECTOR:SHALL BE CURRENTLY WABO CERTIFIED ANQ UNDER THE SUPERVISION OF A SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID N/R ✓ - GROOVE WELDS AND FILLET WELDS GREATER THAN 5/16".
<br /> REGISTERED PROFESSIONALENGINEER. �ONSTRUCTION INSPECTION OF WELDING POINTTOWARDTHEFREEEDGES
<br /> 11.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE CONTINUOUS PERIODIC AISC 360 TABLE N5.6-3 D. ALL WELDS SHALL BE CHECKED VISUALLY. .
<br /> APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL REFERENCED
<br /> INSPECTION INSPECTIQN STANDARD 3.AFTER BOLTING,VERIFY AND INSPECT THE FOLLOWING: ' E. ALL SHOP AND FIELD WELDING SHALL BE SUBJECT TO INSPECTION BY A WABO CERTIFIED WELDING INSPECTOR CONSULTANT ■
<br /> 11.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, A.DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS ✓ N/R EMPLOYED BY THE OWNER. THE INSPECTOR SHALL UTILIZE RADIOGRAPHIC,ULTRASONIC,OR MAGNETIC PARTICLE ,
<br /> AISC 360 TABLE N5.4-1 TESTING AND ANY OTHER AID TO VISUAL INSPECTION THAT MAY BE DEEMED NECESSARY TO ASSURE THE ADEQUACY , _
<br /> ENGINEER OF RECORD,ARCHITECT OF RECORD,AND OTHER DESIGNATED PERSONS.RLL . , OF WELDING. THE OWNER SHALL CARRY OUT TESTING AND INTERPRETATION AT ANY STAGE AFTER WELDING.
<br /> DISCREPANGES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL 1.PRIOR TO WELDING,VERIFY AND INSPECT THE FOLLOWING: ' ` 3 � �
<br /> i
<br /> ;
<br /> CONTRACTORFORCORRECTION,THEN,IFNOTINCONFORMANCE,TQTHEPROPERDESIGN � A.wE��iN�PRocE�uRESPEc�FicaT�oNs(wPs) ✓ Nt� - 15D. REQUIRED SPECIAL INSPECTIONS AND TESTS OF COLD FORMED STEEL DEGK F. 100%OFALLCOMPLETEPENETRATIONWELDSSHALLBECHECKEDBYULTRASONICTESTING.
<br /> AUTHORITYAND BUILDING OFFICIAL. � � •
<br /> ; B.MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES ✓ N/R AISC 360 A3.5 CONTINUOUS PERIODIC G. ALL WELDS FOUND DEFECTIVE AND REPAIRED SHALL BE REINSPECTED BY THE SAME METHflD ORIGINALLY USED. �
<br /> 11.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING REFERENCED ,
<br /> � SPECIAL INSPECTION OR TEST TYPE SPECIAL SPECIAL THE COST OF REPAIR AND REINSPECTION SHALL BE BORNE BY THE CONTRACTOR.
<br /> SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS : C.MATERIAL IDENTIFICATION OF STRUCTURAL STEEL MEMBERS N/R ✓ AISC 360 A3.1 INSPECTION INSPECTION STANDARD TACOMA � SEATTLE • SPOKANE •TRI-CITIES
<br /> AND THE APPLICABLE WORKMANSHIP PROVISIQNS OF THE IBC. THE REPORT SHALL BE SEALED BY � H. STANDARDS FOR ACCEPTANCE SNALL BE AS GIVEN IN AWS D1.1.
<br /> A REGISTERED PROFESSIONAL ENGINEER. � D.WELDER IDENTIFICATION SYSTEM N/R ✓ -- SDI QAIQC TABLE 1.1
<br /> 2215 North 30th Street,Suite 300 Tacoma,WA 9&403
<br /> 253.3832422 TEL 253.3832572 FAx www.ahbl.com wEB
<br /> � E.FIT-UP OF GROpVE WELDS,INCLUDING JOWT GEOMETRY 1.PRIOR TO DECK PLACEMENT VERIFY AND INSPECT THE FOLLOWING: j � ; 15.1.4 OBSERVATION OF BOLTING OPERATIONS.
<br /> 12A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS " � 1)JOINTPREPARATION � A.COMPLIANCEOFMATERIALS(DECKANDALLACCESSORIES)WITH
<br /> $ ; ' GONSTRUCTION DOCUMENTS INCLUDING PROFILES,MATERIAL ✓ N/R 15.1.5 CONTINUOUS SPECIAL INSPECTION SHALL BE PERFORMED FOR EACH JOINT OR MEMBER. PERIODIC SPECIAL INSPECTION
<br /> IBC TABLE 1705.6 ; ; 2)QIMENSIONS;ALIGNMENT,ROOT OPENING,ROOT FACE,BEVEL j SHALL BE PERFORMED ON ITEMS ON A RANDOM BASIS. PERIODIC SPECIAL INSPECTION NEED NOT DELAY FABRICATION OR �,I, L• �
<br /> N/R ✓ __ ; PROPERTIES,AND BASE METAL THICKNESS ERECTION OPERATIONS. ��' OF RAs �O '
<br /> CONTINUOUS SPECIAL PERIODIC SPECIAL ; � � 8f.t� �'
<br /> SPECIAL INSPECTION OR TEST TYPE ; 3)CLEANLINESS:CONDITION OF STEEL SURFACES ; B.DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK '� e`� �'� '�''
<br /> INSPECTION INSPECTION ; � -
<br /> ` � o
<br /> � 4)TACKING:TACK WELD QUALITY AND LOCATION i ACCESSORIES � N�R 15.1.6 COLD FORMED STEEL DECK: � '�
<br /> 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE T4 N�R ✓ � 3 SDI QA/QC TABLE 1.2 I
<br /> ACHIEVE THE DESIGN BEARING CAPACITY r ; 5)BACKING TYPE AND FIT(IF APPLICABLE} SPECIAL INSPECTIONS AND QUALIFICATION FOR WELDING SPECIAL INSPECTORS SHALL BE IN ACCORDANCE WITH THE �
<br /> 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE 2.AFTER DECK PLACEMENT VERIFY AND WSPECT THE FOLLOWING: � E � QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QAIQC,AS NOTED IN TABLE 15D. m - e
<br /> NIR ✓ � F.GONFIGURATION AND FINISH OF ACCESS HOLES N/R ✓ - ' t � 'p ��o Z�se �'�'�
<br /> REACHED PROPER MATERIAL s � o cr�tAL��1 •
<br /> ; � A.COMPLIANCE OF DECK AND ALL ACCESSORIES INSTALLATION WITH � wR _ 15.1.7 OPEN-WEB STEEL JOISTS AND JOIST GIRDERS: �'SSl� �yCs1
<br /> 3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIAL NIR ✓ : G.FIT-UP OF FILLET WELDS g CONSTRUCTION DOCUMENTS NAL
<br /> DENSITIES AND LIFT THICKNESSES ; ' 1)DIMENSIONS:ALIGNMENT,GAPS AT ROOT j B.DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS SPECIAL WSPECTIONS OF QPEN-WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE IN ACCORDANCE WITH TABLE 15E.
<br /> 4.VERIFY USE OF PROPER MATERIALS, , � N/R , ' NJR ✓ -- � � N�R ' SUb1111ttC]IS ReVISI0n5:
<br /> DURING PLACEMENT AND COMPACTION OF COMPACTED FILL ` ' 2)CLEANLINESS:CONDITION OF STEEL SURFACES � THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS 15.1.9 EPDXY ANCHORS: SPECIFIG REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLEp W HARDENED CONCRETE OR / �
<br /> ' ± C.DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK
<br /> 5.PRIOR TO PLACEMENT OF COMPACTED FILL,INSPECT SUBGRADE AND VERIFY NIR ✓ � i 3)TACKING:TACK WELD QUALITY AND LOCATION � ✓ N/R - MASONRY SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE(ICC,IAPMO,ETc.�. 0 CITY COMMENTS, VE 5-10- 2�18
<br /> THAT SITE HAS BEEN PREPARED PROPERLY f � AND DECK ACCESSORIES
<br /> j H.CHECK WELDING EQUIPMENT N1R ✓ -- SDI CtAIQC TABLE 1.3 15.1.10 EXPANSION ANCHORS:SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE OR '
<br /> MASONRY SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE(ICC,IAPMO,ETC.).
<br /> 12.1 SPECIAL INSPECTIONS AND TESTS FOR EXISTING SITE SOIL CONDITIONS,FILL PLACEMENT,AND LOAD-BEARING REQUIREMENTS PER AISC 360 TABLE N5.4-2 3.PRIOR TO WELDING,VERIFY AND INSPECT TNE FOLLOWING:
<br /> IBC 1705.6.,AS NOTED IN TABLE 12A. < � 16.1 REQUIRED VERIFICATION AND INSPECTION OF WOOD CONSTRUCTION:
<br /> 2.DURING WELDING,VERIFY AND INSPECT THE FOI.LpWING: ; ? A.WELDING PROCEDURE SPECIFICATION(WPS} N/R ✓ -
<br /> 12.1.1 THE APPROVED GEOTECHNICAI.REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN � A.USE OF QUALIFIED WELDERS N/R ✓ - B.MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES N/R ✓ . 16.1.1 SPECIAL INSPECTIQN OF THE FABRICATfON PROCESS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES
<br /> PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. SHALL BE IN ACCORDANCE WITH IBC SECTION 1704.2.5. .
<br /> ; B.CONTROL AND HANDLING OF WELDING CONSUMABLES C.MATERIAL IDENTIFIGATION(TYPEIGRADE) N/R ✓ -
<br /> ' 1)PACKAGING NJR ✓ - D.CHECK WELDING EQUIPMENT �R � _ 16.2.1 SPECIAL WSPECTION OF SITE BUILT WQOD ASSEMBLIES SHALL BE AS FOLLOWS: �
<br /> � 2)EXPOSURE CONTROL SDI QA/QC TABLE 1.4 A. HIGH-LOAD DIAPHRAGMS SHALL BE INSTALLED WITH SPECIAL INSPECTION AS INDICATED IN IBC SECTION 1704.2.THE
<br /> SPECIAL INSPECTOR SHALL INSPECT THE WOOD STRUCTURAL PANEL BHEATHING TQ ASCERTAIN WHETHER IT IS THE '
<br /> " C.NO WELDING OVER CRACKED TACK WELDS N/R ✓ 4.DURING WELDING,VERIFY AND INSPECT THE FOLLOWING: GRADE AND THICKNESS SHOWN ON THE CONSTRUCTION DOCUMENTS.THE SPECIAL INSPECTOR SHALL VERIFY THE
<br /> �
<br /> ; D.ENVIRdNMENTAL CONDITIONS A.USE OF QUALIFIED WELDERS N/R ✓ _ NOMINAL 51ZE OF FRAMING MEMBERS ATADJOINING PANEL EDGES,NAIL OR STAPLE DIAMETERAND LENGTH,THE
<br /> NUMBER OF FASTENER LINES,AND SPACWG BETWEEN FASTENERS IS AS SHOWN ON THE CONSTRUCTION �
<br /> � 1)WIND SPEED WITHIN LIMITS N/R ✓ - B.CONTROL AND HANDLING OF WELDING CONSUMABLES N/R ✓ - DOCUMENTS.
<br /> ? 2)PRECIPITATION AND TEMPERATURE C.ENVIR4NMENTAL CONDITIONS{WIND SPEED,MOISTURE,
<br /> i E,WELDING PROCEDURE SPECIFICATIONS FOLLOWED
<br /> TEMPERATURE wR '' � Sheet Title:
<br /> ,
<br /> � i 1)SETTINGS ON WELDING EQUIPMENT D.WPS FOLLOWED N/R ✓ -
<br /> SPECIAL INSPECTIONS
<br /> } SDI QA/QC TABLE 1.5 dQte: 1 22 18
<br /> � � 2)TRAVEL SPEED � �
<br /> = 3)SELECTED WELDED MATERIALS 5.AFTER WELDING,VERIFY AND INSPECT THE FOLLOWING: � �
<br /> 3 N� � - A.SIZE ANd LOCATION OF WELDS INCLUDING SUPPORT,SIDE LAP AND � N�R _ Desi Cl: '
<br /> ; 4)SHIELDING GAS TYPE AND FLOW RATE PERIMETER g �H '
<br /> ± 5)PREHEAT APPLIED B.WELDS MEET VISUAL ACCEPTANCE CRITERIA ✓ N/R - �ra W n� C LR m
<br /> � 6)INTERPASS TEMPERATURE MAINTAINED G.REPAIR ACTIVITIES ✓ N/R - � '
<br /> 3 1 7)PROPER POSITIQN Project No: 17-109•AHBL 2170746 `�
<br /> � ; D.DOCUMENT ACCEPTANCE OR REJECTION OF WELDS ✓ WR -
<br /> �
<br /> � � F.WELDING TECHNIQUES Appf OV2d: p�g o
<br /> � ' a 1)INTERPASS AND FINAL CLEANiNG ,
<br /> N 3 ' N/R ✓ - Building No: g
<br /> � ; 2)EACH PASS WITHIN PROFILE LIMITATIONS � �
<br /> ,� � j 3)EACH PASS MEETS QUALITY REQUIREMENTS o
<br /> �
<br /> � Sheet No: �
<br /> . o
<br /> o �� .
<br /> � COPYRIGHT CRAFT ARCHITECTS 2017 �g
<br /> ��
<br /> ��
<br /> (Yn 1
<br />
|