|
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 />
|