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r <br /> STATEMENT OF STRUCTURAL SPECIA� INSPE�TION AISC 360- 10 CHAPTER N AND AISC 341 - 10 CHAPTER J - WELDING AISC 360- 10 CHAPTER N - BO�TI�1G <br /> . 1. SPECIAL INSPECTION SHALL CONFORM T4 CHAPTER 17 OF THE IBC. OWNER ' <br /> SHALL HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR <br /> REQUIRED SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.2 oF QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICAT�RS PLANT BY THE QUALITY ASSURANCE INSPECTOR <br /> QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR <br /> THE 2015 IBC. <br /> 0 = OBSERVE ITEMS RANQOMLY 0 = OBSERVE ITEMS RANDOMLY <br /> STR U CTU RA� O B S E RVATI O N FO R W I N D R ES I STAN C E P = PERFORM TASKs FOR EacH E�EMENT P = PERFORM TASKS FOR EACH ELEMENT <br /> r 1. NOT RE UIRED PER SECTION 1704,s.2 OF lBC. TAB LE N 5.4- 1 TAB LE �1 5. 6- 1 � <br /> Q <br /> . INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS PRIOR TO BO�TING . <br /> STR U CTU RA� 0 BS ERVATI O N FO R S EI S M I C R ES I STAN C E vER�F�caTioNs allo iNSPECTioN Q� QA REMARKS VERIFfCATIONS AND INSPECTION QC QA REMARKS <br /> . �, NOT REQUIRED PER SECTION 1704.6.1 oF �BC. 1 . WELDING PROCEDURE SPECIFICATIONS WPS AVAILABLE <br /> � 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE 1 . MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P <br /> 3. MATERIAL IDENTIFICATION TYPE GRADE <br /> S P EC IAL I�l S P ECTI 0 N FO R W I N D R ES I STAN C E a-. WELDER IQENTIFICATION SYSTEM, SEE NOTE 1 0 0 2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 � <br /> 1. NOT REQUIRED PER SECTION 1705.11 OF IBC. 5. FIT-UP GROOVE WELDS INCLUDING JOINT GEOMETRY 3. PROPER FASTENERS SELECTED FOR THE JOtNT DETAIL (GRADE, TYPE, , <br /> r <br /> A. JOINT PREPARATION BOLT LENGTH, IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE) � 0 <br /> SPECIAL INSPECTION F�R SEISMIC RESISTANCE B. �iMENsioNs AucNMENT RooT oPENiNc ROOT FACE BEVEL . <br /> C. CLEANLINESS CONDITION OF STEEL SUR�ACES 0 0 4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 � <br /> �. REQUIRED PER SECTION 1705.12 OF IBC. . T I A A i N 5. CONNECTING ELEMENTS, INCLUQING TNE APPROPRIATE FAYING SURFACE � <br /> � E. BACKING TYPE AND FiT (IF APPLICABLE) CONDITION AND NOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE 0 0 <br /> 2• PERFORM SPECIAL INSPECTION PER TABLES. 6. CONFIGURATION AND FINISH OF ACCESS HOLES 0 � REQUIREMENTS <br /> 7. FIT-UP OF FILLET WELDS <br /> A. DIMENSIONS (ALIGNMENT, GAPS AT ROOT) 6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL <br /> B. CLEANLINESS (CONDITION OF STEEL SURFACES) 0 0 OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P 0 <br /> � C. TACKWG TACK WELD QUALITY AND LOCATION <br /> 8. CHECK WELDING EQUIPMENT p - 7. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER <br /> FASTENER COMPONENTS. 0 0 <br /> NOTE 1 : THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS <br /> � WELDED A JOINT OR MEMBER CAN B� IQENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. � <br /> TABLE f� 5.4-2 TABLE N 5.6-2 <br /> INSPECTION TASKS DURING WELDING INSPE�TION TASKS DUR1�1G BO�TING <br /> � VERIFICATIONS AND INSPECTION QC QA REMARKS <br /> VERIFICATIONS AND INSPECTION QC QA REMARKS <br /> 1 . USE OF QUALIFIED WELDERS � <br /> 2. CONTROL AND HANDLING OF WELDING CONSUMABLES 1 . FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES ' <br /> A. PACKAGING � AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED. � 0 <br /> B. EXPOSURE CONTROL � <br /> � 3. NO WELDING OVER CRACKED WELDS � 0 2. JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING <br /> 4. ENVIRONMENTAL CONDITIONS OPERATION p 0 <br /> A. WIND SPEED WITHIN LIMITS <br /> B. PRECIPITATION AND TEMPERATURE 0 0 <br /> 3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM <br /> � 5. WPS F'OLLOWED ROTATING p 0 <br /> A. SETTINGS ON WELDING EQUIPMENT <br /> B. TRAVEL SPEED 4. FASTENERS ARE PRETENSIONED IN ACCORQANCE WITH THE RCSC <br /> C. SELECTED WELDING MATERIALS SPECIFICATION, PRQGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT � 0 . <br /> D. SHIELDING GAS TYPE/ FLOW RATE p 0 TOWARD THE FREE EDGES. <br /> IBC TABLE 17�5.3 E. PREHEAT APPLIED <br /> RETE CONSTRUCTION F. INTERPASS TEMPERATURE MAfNTAINED (MIN/MAX.) TABLE N 5.C-3 <br /> REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONC c. PROPER POSITION (F, v, H, oH) <br /> TYPE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE REMARK H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AISC 341 -10 INSPECTION TASKS AFTER BOLTING <br /> � 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING _ x ACI 318: CH. 20, 25.2, 25.3, 1908.4 6. WELDING TECHNIQUES <br /> TENDONS, AND VERIFY PLACEMENT. 26.5.1 -26.5,3 <br /> A. INTERPASS AND FINAL CLEANWG p p VERIFICATIONS AND INSPECTION QC QA REMARKS <br /> 2. REINFORCING BAR WELDING: B. EACH PASS WITHIN PROFILE LIMITATIONS � � P <br /> . a. VERIFY WELDABILITY OF REINFORCING BARS OTHER - X AWS D1 .4 - C. EACH PASS MEETS QUALITY REQUIREMENTS p p 1 . DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P . <br /> THAN ASTM A 706; ACI 318: 26.5.4 <br /> b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; X <br /> � aN� TAB�E N 5.4-3 <br /> � c. INSPECT ALL OTHER WELDS. X <br /> � I�ISPECTION TASKS AFTER WE�DING TAB�E N 6. 1 <br /> ° 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 <br /> N <br /> � �' 0 T-INSTALLED IN HARDENED CONCRETE. VERIFICATIONS AND INSPECTION Q� QA REMaRKs INSPECTION OF STEEL ELEMENTS OF COMPOSITE <br /> 0 4. INSPECT ANCHORS P S <br /> - ' a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X ACI 318: 17.8.2.4 <br /> � - � . WELDS CLEANED o o CONSTRUCTION PRIOR TO CONCRETE PLACEMEN <br /> Q UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED 2. SIZE, LENGTH AND LOCATION OF WELDS P P <br /> , o TENSION LOADS. 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA VERIFICATIONS AND INSPECTION QC QA REMARKS <br /> � b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X ACI 318: 17.8.2 A. CRACK PROHIBITION <br /> o DEFINED IN 4.a. 1 . PLACEMENT AND INSTALLATION OF STEEL DECK P P <br /> � 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 26.4.4 <br /> 1904.1 , 1904.2, B. WELD/BASE-METAL FUSION <br /> � 1908.2 1908.3 C. CRATER CROSS SECTION P P 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P <br /> °� 6. PRI R TO CONCR PLACEMENT, FABRICA S ECIMEN FOR _ D. WELD PROFILES <br /> X ASTM C 172, 1908.10 <br /> � STRENGTH TESTS, PERFORM SLUMP AND AIR CONCRETE TESTS, ASTM C 31 , E. WELD SIZE 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P <br /> � � AND DETERMINE THE TEMPERATURE OF THE CONCRETE. F. UNDERCUT <br /> T ACI 318: 26.4.5, 26.12 <br /> � 1908.6, 1908.7, G. POROSITY <br /> @ • X - ACI 318: 26.4.5 <br /> 4. ARC STRIKES P P � ���,�� <br /> � PROPER APPLICATION TECHNIQUES. - 1908.8 5. K-AREA, SEE NOTE P P � <br /> , 8. VERIFY MAINTENANCE OF SPECIFIED CURING X ACI 318: 26.4.7-26.4.9 1908.9 �, BACKING REMOVED AND WELD TABS REMOVED IF REQUIRED P P <br /> c� P P �10V 0 2 ���:1 <br /> T MP RAT AN T NI <br /> � 9. INSPECT PRESTRESSED CONCRETE FOR _ 7. REPAIR ACTIVITIES <br /> a. APPLICATION OF PRESTRESSING FQRCES; AND X - ACI 31 S: 26.9.2.1 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P ��ilGC�,�.CO�lST��UG�r10��Cu. <br /> , ¢ _ <br /> �, b. GROUTING OF BONDED PRESTRESSING TENDONS. X ACI 318: 26.9.2.3 9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED IF REQ'D P P AISC 341 -10 <br /> � � 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH. 26,8 - <br /> ! 0 11 . VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO _ X ACI 318: 26.10.2 - NOTE 2: WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS <br /> - NSTRESSING OF TENDONS iN POST-TENSIONED CONCRETE BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS ��r Pr� <br /> � AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM WITHIN 3 INCHES (75MM) OF THE WELD. NEW SHEET ADDED .� � �.,� <br /> � BEAMS AND STRUCTURAL SLABS, www.brph.com Copyrighto2017 <br /> ° • � � � - X ACI 318: 26.10.1 (b) - 33301 9th Avenue South, Suite 300 Archi�ects, Engineers, Constructors <br /> o OF THE CONCRETE MEMBER BEING FORMED. O Federal Way, Washington 98003-2600 StateofWashington <br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> �, (206) 431-2300 FdX: (206) 431-2250 Lynnwood,Washington,98036 Architecture No.603235512 <br /> � 425-921-3500 <br /> = Engineering No.3137 <br /> � CURRENT REVISION SYMBOL DATE <br /> ' � DRAWN DATE SUBTITLE <br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ��xE �� ACCEPTABILI R GH CKED 11 O1 �� TESC NOTES � 6335 O 11/01/17 <br /> � 0 P4 TOOL DECK & U1ILITY DESIGN - ISSUE FOR CONSTRUCTION (WBSt 6335) ABAM BEM 11�01�17 4�y w°F wAs��'G�J� SPECIFICATION NS APPROVED LEH 11 01 17 SHEET <br /> / � BOE,��� �� ��� � APPROVED BY DEPT. DATE BEM �� o� �� T'T�E FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS S�O �921 <br /> �n � CHECKED <br /> � � w � B U I LD I N G 40-025 JOB N0. COMP N0. <br /> N . �d �Rn��`��� aPpRovEo WO 15/2899-921 <br /> . J `�ozvaL��' aPPRovE� STRUCTURAL MASTER EVERETT, Wq °wc No. 40-025-S20-921 <br /> �o/2s/» <br />