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<br /> SPE�IAL INSPE�TI�NS
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<br /> �f�EQUENCY 2009 �2CSC FREQUENCY FREQUENCY �
<br /> RE�ERENC�D IBC REFER�NCED IBC
<br /> STRUCTURAL S7EEL BOLTING 1NSPEC714N5 SP�CI�ICATION VERIFICATION AND INSPECTION STANDARD REF�RENCE VERIFICATION AND (NSPECTION STANDARD REFERENCE
<br /> � P REFERENCE CONTINUOUS PERI�DIC CONTINUOUS PERIODIC 1301 First Avenue, suite 30�
<br /> Seattle, WA 98101
<br /> INSPEC`TION 7ASKS PRIOR TO �OLl'ING A�sc 360-�0,Chapter N CONCi�ETE CONSTRUCTION (SEE IBC 1705.3 FOR EXCEPTIONS)
<br /> 1�IooD ��NS7�UCY��� http://www.gglo.com
<br /> C1. INSPECTION OF REINFORCING STEEL PLACEMENT X ACI 318: Ch.20,25.2, 1908.4
<br /> Manufacturer's certifications available for fastener materiais X 2.1,9.1 25.3,26.5.1-26.5.3
<br /> W1. NAILING,BOLTING,ANCHORING AND OTHER FASTENING OF
<br /> D Fasteners marked in accordance with ASTM requirements X Figure C-2.1,9.1 GOMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM D
<br /> INCLUDING DRAG STRUTS, BRACES,HOLDOWNS,SHEARWALLS, }( 1707.3 C2. INSPECTION OF REWFORCING STEEL WELDING:
<br /> Proper fasteners selected for the joint detail(grade,type,bolt length THRU FLOOR and ROOF BLOCKING,AND DIAPHRAGMS. a. WELDABILITY OF BARS OTHER THAN ASTM A706 X AWS D1.4 •
<br /> X 2.3.2,2.7.2,9.1 EXCEPTIONS: �� ACI 318:26.5.4
<br /> if threads are to be excluded from shear plane) a. WOOD SHEARWALLS AND DIAPHRAGMS, WCLUDWG NAILWG, b. SINGLE PASS FILLET WELDS;5/16 MAX X
<br /> BOLTING,ANCHORING AND OTHER FASTENING TO OTHER c. ALL OTNER WELDS X Ni I C H A E L N U U W E N S
<br /> Proper bolting procedure selected for joint detaii X 4�$ COMPONENTS OTHER THAN POST-INSTALLED CONCRETE
<br /> � C3. INSPECTION OF ANCHORS CAST IN CONCRETE S l r«c t ��r��1 G o n s u 1 t a n t s
<br /> ANCHQRS)WHERE SHEATHING FASTENERS ARE SPACED MORE X AC!318: 17.8.2
<br /> Conne c tin g ele m ents; i ncludi n g t h e a p p r o p ri a t e f a y i n g s u rf a c e c o n d i t i o n a n d h o l e p r e p a r a t i o n, X 3,9.1,9.3 T H A N 4"O C. 3 O 5 N W 1 7 8 t F� S t r e e t
<br /> if specified,meet applicable requirements C4. VERIFICATION OF USE OF REQUIRED QESIGN MIX ACI 318:Ch. 19, 1904.1, 9904.2, shareline, w� �s�77
<br /> X 26,4.3,26.4.4 1908.2, 1908.3 michael@nouwens-structurai.com
<br /> Pre-installation verification testing by installation personnel observed and documented for fastener X 7 9 2 - www.nauwens-structural.com
<br /> assemblies and methods used W2. INSPECTION OF FABRICATION OF PRE-FABRICATED C5. PRIOR TO CONCRETE PLACEMENT,FABRICATION OF � 2as.s4�.8�4s
<br /> WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES 1704.2 SPEGIMENS FOR STRENGTH TESTS,PERFORMANCE OF ASTM C172
<br /> Proper storage provided for bolts, nuts,washers and other fastener components X 2.2,8,9.1 SLUMP AND AIR CONTENT TESTS,AND DETERMINATION X ASTM C31 1908.10
<br /> OF CONCRETE TEMPERATURE ACI 318:26.4.5,26.12
<br /> INSPECTION TASKS DURING BOLTING AISC 360-10,Chapter N W3, INSPECTION OF PRE-FABRICATED TRUSSES FOR PROPER X 1704.2
<br /> FABRICATION,INSTALLATION,AND PERMANENT BRACING •
<br /> C6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT ACI 318:26.4.5 1908.6, 1908.7, 1908.8
<br /> Fastener assemblies,of suitable condition,piaced in all holes and washers X $� 9� FREQUENCY REFERENCED (�C FOR PROPER APPLICATION TECHNIQUES X '�"' L. .��
<br /> (if required)are positioned as required VERIFICATION AND INSPECTION �'�
<br /> CONTINUOUS PERIODIC STANDARD REFEFtENCE
<br /> Joint brought to the snug-tight condition prior to the pretensioning operation X 8.1,9.1 C7, INSPECTION FOR MAINTENANCE OF SPECIFIED CURWG X ACI 318:26.4.7-26.4.9 1908.9 �'
<br /> TEMPERATURE AND TECNNIQUES �, �
<br /> Fastener component not turned by the wrench prevenfed from rotating X $.2,9•2 ST�EL CONSTRUCT'ION o �
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<br /> Fasteners are retensioned in accordance with the RCSC s ecificatic ro ressin C8. INSPECTION OF POST-TENSIONED CONCRETE: ,�
<br /> p p p g g x 8�2,9�2 S1. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. APPLICATION OF PRESTRESSING FORCES X ACI 318:26.9.2.1 ��'�+I� " ,�
<br /> systematicaily from the most rigid point toward the free edges ACI 318:26.9.2.3 '��
<br /> I 12-8-2017
<br /> INSPECTION TASKS AF7ER BOLTING AISC 360-10,Chapter N A. FOR SHOP-STANDARD MATERIAL, IDENTIFY SNAPE
<br /> DESIGNATION. FOR MATERIAL OF OTHER GRADES, AISC 303 section 6.1.1 C9. ERECTION OF PRECAST CONCRETE MEMBERS X ACI 318:Ch.26.8
<br /> IDEN7IFY SHAPE DESIGNATION AND MATERIAL GRADE. PROJECT; •
<br /> Document acceptance or rejection of bolted connections X C10. VERIFICATION OF IN-SITU CONCRETE STRENGTH, ^
<br /> B. MILL PRODUCT MATERIAL TEST REPORTS AISC 303 sect 6.1.1 and 8.2 PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS �.+OG�OI7 �OU�J� YOUth
<br /> S2. COLD-FORMED STEEL DECKING AND S7UD WALLS AND STRUCTURAL SLABS X ACI 318:26.10.2
<br /> Ce�nt�r - �a�� Contract
<br /> FREQUENCY 2014 AWS D1.1 �
<br /> C STRUCTURAL $TEEL WELDING INSPECTIONS A. MATERIAL VERIFICATION: IDENTIFICATION MARKWGS APPLICABLE ASTM C11. INSPECTION OF FORMWORK FOR SHAPE,LOCATION AND
<br /> 0 p STANDAFtD TO CONFORM TO ASTM STANDARDS SPECIFIED IN X X ACI 318:26.10.1(b)
<br /> CONTRACT DOCUMENTS. MATERIAL DIMENSIONS QF THE CONCRETE MEMBER BEIiVG FORMED
<br /> STANDARDS
<br /> INSPECTI�N TASKS PRIOR TO WELDING AISC 360-10,Chapter N B. MATERIALVERIFICATION: MANUFACTURER'S X C12. INSPECTIQN OFANCHQRS POST-INSTALLED IN
<br /> CERTIFIED TEST REPORTS. HARDENED CONCRETE MEMBERS:
<br /> Welding procedure specifications(WPSs)available X 6.3 a. ADHESIVE ANCHORS INSTALLED IN HORtZONTALLY X ICC or IAPMO
<br /> C. FLOOR DECKING AND STUD WALL WELDS X AWS D1.3 OR UPWARDLY INCLINED ORIENTATIONS TO RESIST REPORT FOR •
<br /> SUSTAINED TENSION LOADS SPECIFIED PRODUCT,
<br /> Manufacturer certifications for weiding consumables available X 6.2 b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS
<br /> S3. INSPECTION OF FABRICATORS 1704.2.5, 1705.2 NOT DEFINED(N C12a X ACI 318: 17.8.2
<br /> Material identification(typelgrade) g,2
<br /> PROJECT ADDRESS:
<br /> We(der identi�cation system: Fabricator or erector,as applicable,shall maintain a system by which a welder who � 6.4 welder qualification C13. INSPECTION OF MECHANICAL SPLICING OF ICC or IAPMO 3530 COL�Y AVE.
<br /> has welded a joint or member can be identified. Stamps,if used,shall be the low-stress type REINFORCING BARS X REPORT FOR EVERETT, WA 98201
<br /> SPECIFIED PRODUCT
<br /> Fit-up of groove welds(including joint geometry)
<br /> • Joint preparation 6.5.2 C14. SUBMITTAL OF MILL TEST REPORTS WHERE ASTM 615 REINF IS 1705.12.1
<br /> . Dimensions(alignment, root opening,root face,bevel) X 5.22 PROPOSED AS A SUBSTITUTE FOR ASTM 706 REINF ACI 318:20.2.2.5, and
<br /> S T A T E M E N T �F' S p E�I A L I N S P E C T I O N� 26.13.2.3 OWNER:
<br /> . Cleanliness(condition of steel surfaces) 5.15 1901.2
<br /> • T acki n g(ta c k w el d q u a l i t y a n d l o c a t i o n) 5.1 8 � ICC or IAPMO C O C O O N H O U S E
<br /> � • Backing type and fit(if applicable) 5.10,5.22.1.1 C15. INSPECTION OF HEADED SHEAR STUD INSTALLATION REPORT FOR 2929 PINE STREET
<br /> Configuration and finish of access holes X 6.5.2, 5.17 � SPECIFIED PRODUCT EVERETT, �A
<br /> C16. INSPECTION OF HEADED STUD ANCHOR INSTALLAT(ON 98201
<br /> Fit-up of fillet welds X
<br /> Dimensions(alignment,gaps at root) X 5.22.1 SHEET.L INSPECTIONS AND 7ES71NG IN ACCORDANCE WITH IBC CHAPTER 17 ARE REQUIRED FOR THE ITEMS INDICATED IN THE TABLES ON TH�S
<br /> • Cleanliness(condition of steel surfaces) 5.15
<br /> . Tacking(tack weld quality and location) 5.18 SEISNIIC FORCE FtESISTING SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AND TESTING INCLUDE: GEOT�CWN�CAL - GENERAL
<br /> APA RATED SHEARWALLS,HOLDOWN SYSTEMS,SHEARWALL OPENING CORNER STRAPS, DIAPHRAGMS AND COL.LECTORS,THROUGH
<br /> INSPECTION TASKS DURiNG WELDING AISC 36p-10,Chapter N FLOOR/ROOF BLOCKING AND NAILING AND HARDWARE,and SILL PLATE ANCHORAGE. G1. VERIFICATION OF MATERIALS BELOW FOUNDATIONS X 1705.8
<br /> FOR ADEQUACY TO ACHIEVE THE DESIGN BEARING CAPACITY
<br /> DESIGNATED SEISMIC SYSTEMS,DEFINED IN IBC SECTIQN 1702 AS NONSTRUCTURAL COMPONENTS THAT REQUIRE DESIGN IN ACCOROANCE
<br /> Use of qualified welders X 6.4 WITH ASCE 7-10 CNAPTER 13 AND HAVE A COMPONENT IMPORTANCE FACTOR Ip GREATER THAN ONE,ARE SUBJECT TO SPECIAL INSPECTION
<br /> AND TESTING. CERTIFIGATION,AS DESCRIBED IN ASCE 7-1D SECTION 13.2.2,SHALL BE PROVIDED FOR ACTIVE MECHANICAL AND ELECTRICAL G2. VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO THE RROPER
<br /> Control and handling of welding consumables 6.2 EQUIPMENT THAT MUST REMAIN OPERABLE FOLLOWWG THE DESIGN EARTHQUAKE GROUND MOTION AND FOR COMPONENTS WITH DEPTH AND HAVE REAGHED PROPER MATERIAL X 1705.8
<br /> • Packaging X 5.3.1 HAZARDOUS SUBSTANCES AND ASSIGNED A COMPONENT IMPORTANCE FACTOR OF 1.5. THE SPECIAL INSPECTOR SMALL VERIFY THAT THE MARK DATE DESCRIPTION
<br /> � • Exposure control 5.3.2(SMAW), 5.3.3(SAW) LABEL,ANCHORAGE OR MOUNTING CONFORMS TO TME CERTIFICATE OF COMPLIANCE. THE CERTIFICATE OF COMPLIANCE SHALL STATE THAT B REVISIONS
<br /> THE MA7ERIALS AND PRODUCTS MEET THE SPECIFIED STANDARDS OR THAT THE WORK WAS DONE IN COMPLIANCE WITH APPROVED G3. PERFORMANCE OF CLASSIFICATION AND TESTING OF X 1705.8
<br /> No welding over cracked tack wefds X 5.18 CONSTRUCTION DOCUMENTS, COMPACTED FILL MATERIALS
<br /> Environmental conditions ARCHITECTURAL COMPONENTS: PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED DURING THE ERECTION AND FASTENING OF EXTERIOR
<br /> • Wind speed within limits X 5.12.1 CLADDING,INTERIOR AND EXTERIOR NON-BEARING WALLS AND INTERIOR AND EXTERIOR VENEER WITH EXCEPTIONS AS NOTED IN IBC SECTION G4. VERIFICATION OF USE OF PROPER MATERIALS,DENSITIES AND X
<br /> • Precipitation and temperature 5.12.2 1705.12.5. CERTIFfCATION,AS DESCRIBED IN ASCE 7-10 SECTION 13.2.1,SHALL BE PROVIDED FOR ARCHITECTURAL COMPONENTS,SUPPORTS LIFT THICKNESSES DURING PLACEMENT AND COMPACTION 1705.8
<br /> AND ATTACHMENTS. CERTIFICATES OF COMPLIANCE SHALL STATE THAT THE MATERfALS AND PRODUCTS MEET THE SPECIFIED STANDARDS OR OF COMPACTED FILL
<br /> WPS followed 6.3.3,6.5.2,5.5,5.21 THAT THE WORK WAS DONE IN COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS.
<br /> • Settings on welding equipment
<br /> • Travel speed MECHANICAL AND ELECTRICAL COMPONENTS: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR: G5. PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVATION OF
<br /> SUBGRADE AND VERIFICATION THAT SITE HAS BEEN X 1705.8
<br /> • Selected welding materials X a. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS. PREPARED PROPERLY
<br /> • Shielding gas type/flow rate b. INSTALLATION AND ANCHORAGE OF PIPWG SYSTEMS DESIGNED TO CARRY HAZARDOUS MATERlALS AND THEIR ASSOCIATED MECHANICAL
<br /> • Preheat applied 5.6,5.7 UNITS. ,
<br /> c. INSTALLATION AND ANCNORAGE OF DUCTWORK DESIGNED TO CARRY HAZARDOUS MATERIALS.
<br /> • Interpass temperature maintained(min/max) d. INSTALLATION AND ANCHORAGE OF V�BRATION ISOLATION SYSTEMS.
<br /> . Proper position(F,V,H,OH} G6. INSTALLATION AND MONITORING OF PRELOADING>MONITORING X BASE CONTRACT PERMIT
<br /> CERTIFICATION,AS DESCRIBED IN ASCE 7-10 SECTION 13.2.1,SHALL BE PROVIDED FOR MECHANICAL AND ELECTRICAL COMPONENTS, OF EROSION CONTROL,OBSERVATION AND MONITORING OF D 12/08/2017 RE UBMITTAL
<br /> Welding techniques 6.5.2,6.5.3,5.24 SUPPORTS AND ATTACHMENTS. CERTIFICATES OF COMPLIANCE SHALL STATE THAT THE MATERIALS AND PRODUCTS MEET THE SPECIFIED EXCAVATION,INSTALLATION OF MSE WALLS AND SUBSURFACE
<br /> . Interpass and final cleaning � 5.3d.1 STANDARDS OR THAT THE WORK WAS DONE IN COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. DRAINAGE INSTALLATfON. C 10/06/2017 PERMIT SET
<br /> • Each pass within profile limitations STORAGE RACKS EIGHT FEET OR GREATER IN HEIGHT REQUIRE PERIODIC INSPECTION DURING ANCHORAGE OF RACKS. B 09122/2017 BASE CONTRACT BID SET
<br /> • Each pass meets quality requirements
<br /> SPECIAL INSPECTION AND TESTING REPORTS CERTIFICATES OF COMPLIANCE AND OTHER DOCUMENTS RELATED TO STRUCTURAL SPECIAL A 08/25/2017 DESIGN DEVELOPMENT
<br /> INSPECTION TASKS AFTER WELDlNG AISC 360-10,Chapter N INSPECTIONS AND TESTS, IN ACCORDANCE WITN IBC SECTION 1704.2.4,SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER,CONTRACTOR, MARK DATE DESCRIPTION
<br /> BUILDING OFFICIAL,AND OWNER.
<br /> ISSUE INFORMATION
<br /> Welds cleaned X 5.30.1 EACH CONTRACTOR RESP4NSIBLE FOR THE CONSTRUCTION OF A SEISMIC FORCE RESISTWG SYSTEM,DESIGNATED SEISMIC SYSTEM,OR
<br /> COMPONENT LISTED IN THE S7ATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STA7EMENT OF RESPONSIBILITY TO THE BUILDING
<br /> Size,length and location of welds X 6.5.1 OFFICIAL AND THE OWNER PRIOR TO TNE COMMENCEMENT OF WORK ON THE SYSTEM OR GOMPONENT. THE WR�TTEN STATEMENT SHALL BE �016030.00 .
<br /> IN ACCORDANCE WITH IBC SECTION 1704:4. PROJECT NO.:
<br /> Welds meet visual acceptance criteria 6.5.3
<br /> • Crack prohibition Table 6.1(1)
<br /> PRINCIPAL IN CHARGE;
<br /> • Weld/base-metal fusion Table 6.1(2) PROJECT MANAGER: Michael Nouwens
<br /> • Crater cross section X Table 6.1(3)
<br /> � OWNER APPROVAL:
<br /> • Weld profiles Table 6.1(4),5.24 �
<br /> A • Weld size Table 6.1(6) � A
<br /> o Undercut Table 6,1(7) � :
<br /> • Porosity Table 6.1(8) � SHEET TITLE
<br /> Aresfrikes X 5.29 �' SPECI�L IN�PECTl�NS
<br /> k-area: visually inspect web k-area within 3 inches of welds of doubier plates,continuity plates or stiffeners }( �
<br /> Backing removed and weid tabs removed(if required) X 5.10,5.31 � .
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<br /> Q Repair activities X 6.5,3,5.26 �
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<br /> N F" SHEET N0.
<br /> � Document acceptance or rejection of welded joint or member X 6.5.4,6.5.5
<br />� a FREQUENCY DESCRIPTION FOR BQLTING and WELDING WSPECTIONS: �
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<br /> g 0-OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING �
<br /> � THESE INSPECTIONS. �
<br /> o P-PERFORM THESE TASKS FOR EACH WELDED JOINT or MEMBER AND EACH BOLTED CONNECTION. �
<br /> a , � COPYRIGHT MNSC.ALL RIGHTS RESERVED.
<br /> OftIGINAL SHEET SIZE IS 24"x36"
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