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�� <br /> SPECIAL INSPECTI0 �1 REQUIRED BY 2012 IBC CO �1T' D }� � <br /> INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION"AS "PERIODIC" OR ' <br /> CONTINUOUS". IF NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION. <br /> OTHER STEEL. I �ISPECTIOf� S <br /> (SECTI0 �1 N5 . 7 , A SC 360 - 10 ; TABLES J8 - 1 8c J - 10 - 1 , AISC 341 - 10) : <br /> � <br /> � <br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS � <br /> STRUCTURAL STEEL DETAILS CONTINUOUS ❑ PERIODIC � ALL FABRICATED STEEL OR STEEL FRAMES • <br /> SHALL BE INSPECTED TO VERIFY COMPLIANCE <br /> WITH THE DETAILS SHOWN IN CONSTRUCTION <br /> DOCUMENTS, SUCH AS BRACES, ST�FFENERS, <br /> MEMBER LOCATIONS, AND PROPER <br /> APPLICATION OF JOINT DETAILS AT EACH <br /> CONNECTION. <br /> 4� . <br /> ANCHOR RODS AND OTHER CONTINUOUS � PERIODIC ❑ SHALL BE ON THE PREMISES DURING THE x <br /> EMBEDMENTS SUPPORTING PLACEMENT OF ANCHOR RODS AND OTHER <br /> STRUCTURAL STEEL EMBEDMENTS SUPPORTING STRUCTURAL STEEL <br /> FOR COMPLIANCE WITH CONSTRUCTION �� <br /> DOCUMENTS. VERIFY THE DIAMETER, GRADE, <br /> TYPE, AND LENGTH OF THE ANCHOR ROD OR , <br /> EMBEDDED ITEM, AND THE EXTENT OR DEPTH <br /> OF EMBEDMENT PRIOR TO PLACEMENT OF <br /> CONCRETE. <br /> PROTECTED ZONES CONTINUOUS � PERIODIC ❑ VERIFY THAT NO HOLES OR UNAPPROVED <br /> ATTACHMENTS ARE MADE WITHIN THE PROJECTED ` <br /> ZONE (SEE TABLE J8-1 OFAISC 341-10). <br /> STRUCTURA�. STEE� (SEISMIC) � <br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS <br /> ALL MEMBERS INDICATED AS SFRS SHALL BE <br /> INSPECTION OF STRUCTURAL WELDWG CONTINUOUS � PERIODIC ❑ SUBJECT TO THE QUALITY ASSURANCE PLAN IN <br /> IN ACCORDANCE WITH AISC SEISMIC ACCORDANCE WITH APPENDIX J PER AISC 341-10. '` <br /> PROVISIONS MT TEST 100% OF ALL PARTIAL PENETRATION ' <br /> G <br /> WELDS AT COLUMN BASES AND COLUMN SPLICES <br /> IN SFRS. AFTER AT LEAST 20 PJP WELDS HAVE � ., <br /> BEEN MT TESTED, THE TESTING RATE MAY BE � <br /> REDUCED T010% PROVIDED THE REJECTION RATE <br /> IS 5% OR LESS FOR A PARTICULAR WELDER. AT <br /> LARGE PARTIAL PENETRATION WELDS (1 GROOVES <br /> AND LARGER), UT TEST 100% CJP GROOVE WELDS <br /> AT BRACING RE�NFORCING PLATES. AFTER 40CJP � <br /> GROOVE WELDS HAVE BEEN UT TESTED, THE <br /> TESTING RATE MAY BE REDUCED TO 25% �: <br /> PROVIDED THE REJECTION RATE ID 5% OR LESS ` , <br /> FOR A PARTICULAR WELDER. <br /> ULTRASONICALLY TEST FOR CONTINUOUS � PERIODIC ❑ USE ASTM A435 OR ASTM A898(LEVEL 1 CRITERIA) <br /> DISCONTINUITIES BEHIND AND AS BASIS FOR ACCEPTANCE OF ANY MATERIAL <br /> ADJACENT TO WELDS WITH BASE DISCONTINUITIES. <br /> METAL THICKER THAN 1.5 INCHES <br /> WHERE SUBJECT TO THROUGH- <br /> THICKNESS WELD SHRINKAGE <br /> STRAINS. <br /> � <br /> {> <br /> WELDING INSPECTION AND NON- CONTINUOUS � PERIODIC ❑ WELDING OF SEISMIC FORCE RESISTING <br /> DESTRUCTIVE TESTING SHALL MEET SYSTEM SHALL MEET THE REQUIREMENTS OF ,, <br /> REQUIREMENTS OF AWSD1.8/D1.8M AAWS D1.8/D1.8M INCLUDING THE FOLLOWING <br /> SECTIONS AND ANNEXES: <br /> 1. GENERAL REQUIREMENTS <br /> 7. INSPECTION <br /> ANNEX F. SUPPLEMENTAL ULTRASONIC � <br /> TECHNICIAN TESTING. <br /> ANNEX G. SUPPLEMENTAL MAGNETIC PARTICLE <br /> : <br /> TESTING PROCEDURES. <br /> ANNEX H. FLAW SIZING BY ULTRASONIC <br /> TESTING. <br /> PROTECTED ZONES CONTINUOUS � PERIODIC ❑ VERIFY THAT NO HOLES OR UNAPPROVED <br /> ATTACHMENTS ARE MADE WITHIN THE <br /> PROTECTED ZONE <br /> (SEE TABLE J8-1 OF AISC 341-10). <br /> CO �ICRETE CONSTRUCTION ( BC 1705 . � 8c 1705 . 12 . 1 ) ; - <br /> � <br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS <br /> POST-INSTALLED ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL POST-INSTALLED ANCHORS/DOWELS SHALL <br /> DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE <br /> APPROVED ICGES REPORT. <br /> G° <br /> � <br /> www.brph.com Copyrighto 2016 ; <br /> PRQFESSIONAL STAMP& <br /> SIGNATURE APPLIES TO WORK I�C'C 1t2CtS� Engineers, Constructors <br /> WITHIN THE CLOUDED REVISION NEW SHEET 19020 33rd Ave W,Suite 530 �ynnwood office <br /> Lynnwood,Washington,98036 <br /> AREAS ONLY AS INDICATED. Main#425-255-1095 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE <br /> o�,s A . ACCEPTABILITY NAH o8 26 ,6 STATEMENT OF SPECIAL INSPECTIONS / / <br /> � oF WAsy �F THIS DESIGN AND OR CHECKED 16124 O 08 26 16 <br /> 0 Revision Release 1 (Crane Relocation)(031-053)(16124) NAH TAL 08/26/16 �,�� �ti F � TAL - 08 26 16 sHE�r <br /> T ma e � �'� SPECIFICATION IS APPROVED ENGINEER TITLE <br /> BOE,�� � � 35: °8 `� °'�° 'T, APPROVED BY DEPT. DATE NAH 08 26 16 FACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20 S� ; <br /> �, CHECKED 2 0 9 <br /> g <br /> � 25411 � APPROVED B U I L D I N G 4 0�0�� JOB N0. COMP N0. <br /> �F 9F�/ST E�``� .��` WO 15/2899-209 .. <br /> sS,oNA� �N� APPROVED STRUCTURAL MASTER � EVERETT, Wq °wc No. 40-053—S2g-209 <br />