|
. . ... ._ . _ _ _ _ __ _ _ _
<br /> __. _ . ___ __
<br /> _ ___ _ _ _ .
<br /> , . ____ ___ _
<br /> i
<br /> ' : ,I , \� �,;:
<br /> . I'! ;' � fKl ,i
<br /> � ��
<br /> i I . .
<br /> � STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING ,2015�
<br /> � i �
<br /> TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS TABLE 2 CONTI�NUED - REQUIRED STRUCTURAL SPECIAL INSPECTIONS .
<br /> INSPEGTION INSPECTION � :
<br /> SYSTEM or MATERIAL FREQUENCY N ) REMARKS SYSTEM or MATERIAL REMARKS
<br /> IBC CODE CODE or STANDARD ( OTE 6 , IBG CODE CODE or 5TANDARD FREQUENCY (NOTE 6)
<br /> REFERENCE REFERENCE CONTINUOUS PERIODIC ' REFERENCE REFERENCE CONTINUOUS PERIODIC
<br /> " SOILS � MASUNRY - LEVEL B . '`:
<br /> VERIFY MATERIALS BELOW SHALLOW FOUNDATtONS VERIFICATION OF SLUMP FLOW AND VISUAL i � j I I ,
<br /> STABI ITY INDEX VSI AS DELI ER D TO THE I TMS 602: TB 4
<br /> ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X L ( ) V E X ''
<br /> CAPACITY. PROJECT SITE FOR SELF-CONSOLIDATING GROUT. TMS 602: 1,5 B.1.b.3 '��, ,
<br /> : •
<br /> ' ' VERIFICAT{ON �F fm AND f PRIOR TO '" � �' '
<br /> VERIFY EXCAVATIONS ARE EXTENDED TO PROPER �� TMS 6Q2: TB 4
<br /> X CONSTRUCTION, EXCEPT WHERE SPEC{FICALLY 1705.4 X
<br /> DEPTH ANR HAVE REACHED PROPER MATERIAL. EXEMPTED BY THE CODE. TMS 602: 1.4 B
<br /> VERIFY COMPLIANCE WITH THE APPROVED � TMS 602: TB 4(1) X �
<br /> PERFORM CLASSIFICATION AND TESTING OF SUBMITTALS ' TMS 602: 1.5 -
<br /> _ COMPACTED FILL MATERIALS. TB 1705.6 GEOTECHNICAL X �
<br /> 1705.6 REPORT BY THE GEOTECHNICAL ENGINEER AS MASONRY CONSTRUCTION BEGINS, VERIFY �THAT THE FOL�LOWING ARE IN COMPLIANCE: : : • ,
<br /> VERIFY USE OF PROPER MATERIALS, DENSITIES AND PROPORTI�NS OF SITE-PREPARED MORTAR TMS 02: TB 4(2.a) X �
<br /> L1FT l"HICKNESSES DURING PLACEMENT AND �
<br /> TMS 602: 2.1 2.6 A
<br /> COMPACTION OF COMPACTED FILL. X CONSTRUCTION OF MORTAR JOINTS I TMS 602: TB 4(2.b) X
<br /> : 1705.4 TMS 602: 3.3 B
<br /> �
<br /> _ _
<br /> PRIOR TO PLACEMENT OF COMPACTED FILL, LOCATION OF REWFORCEMENT TMS 602:TB 4(2.d)
<br /> OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X AND CONNECTORS TMS 602: 3.4 X
<br /> BEEN PREPARED PROPERLY.
<br /> VERIFY DURING CONSTRUCTION: `.
<br /> TYPE, SIZE, AND L.00ATION OF ANCHORS, I TMS 602: TB 4(4.b) r '
<br /> � TABLE 2 - REQU i RED STRUCTU RAL SPECIAL I NSPECTIONS oF MASONRY TO STRUCTURAL MEMB�ERSG�E �705.� TMS 4°2: �.2.�tE> X
<br /> � I N S P ECTI O N FRAMES, OR OTHER CONSTRUCTION ,
<br /> TMS 402: 6.1.4.3, 6.2.1
<br /> �
<br /> � SYSTEM or MATERIAL REMARKS , �NSPECTION
<br /> IBC CpDE CODE or STANDARD FREQUENCY (NOTE 6) FREQUENCY NOTE 8
<br /> � SYSTEM or MATERIAL ' IBG CODE CODE or STANDARD ( ) REMARKS
<br /> •� REFERENCE REFERENCE CONTINUOUS PERIODIC '
<br /> REFERENCE REFERENCE OBSERVE PERFORM ,
<br /> � FABRICATION : �,I : ' �
<br /> � , STEEL
<br /> � WHERE FABRICATION OF STRUCTURAL '
<br /> � LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING INSPECTION TASKS PRIOR TO WELDING: �'
<br /> Q PERFORMED ON THE PREMISES OF A FABRICATOR'S '
<br /> U SHOP, SPECIAL INSPECTION OF THE FABRICATE� WELD.WG PROCEDURE SPECIFICATIONS (WPSs) AISC 360: TB N5.4-1 X
<br /> INSPECTION IN FABRICATION SHOP 1704:2.5 AVAILABLE
<br /> ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS
<br /> LDING '
<br /> � AISC 360: TB N5.4-1 X
<br /> REQUIRED ELSEWHERE IN THE STATEMENT OF MANUFACTURER CERTIFICATIONS FOR WE
<br /> Q- SPECIAL INSPECTIONS. REFERENCE SECTION CONSUMABLES AVAILABLE
<br /> � 1704:2.5.1 FOR APPROVED FABRICATOR EXCEPTION �
<br /> � MATERIAL IDENTIFICATION (TYPE/GRADE) I, AISC 360: TB N5.4-1 X
<br /> � CONCRETE
<br /> � ��
<br /> TB 1705.3(1} ACI 318 20 WELDER IDENTIFICATION SYSTEM AISC 360: TB N5.4-1 X
<br /> � INSPECTtON OF REINFORCING STEEL AND TOLERANCE AND REINFORCING PLACEMENT PER �
<br /> 1705.3 ACI 318 25.2-25.3 X
<br /> � PLACEMENT ACI 318 26.6 FIT-UP OF GROOVE WELDS (INCLUDING J01�NT
<br /> � 1908.4 ACI 318 26.6.1, 26.6.3 GEOMETRY): JOINT PREPARATION, DIMENSIONS
<br /> '`- TB 1705.3(2) ACI 318 3.5.2 ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL),
<br /> O INSPECTION OF REINFORCING ST�EL WELDING EXCEPT AS NOTED OTHERWISE �
<br /> N 1705.3.1 AWS D1.4, SECTION 7 CLEANLINESS (CONDITION OF STEEL SURFACES), 1705.2 AISC 360: TB N5.4-1 X
<br /> , I ,�
<br /> TACKING (TACK WELD QUALITY AND LOCATION), I
<br /> TB 1705.2.2 AWS D1.4 I 'i
<br /> � OTHER REINFORCING STEEL X BACKING TYPE AND FIT(IF APPLICABLE)
<br /> o (2,b.4} ACI 318 3.52
<br /> Y - � CONFIGURATION AND FiNfSH OF ACCESS HOLES AISC 360: TB N5.4-1 X > • ,,. z
<br /> � INSPECT ANCHORS CAST IN CONCRETE WAC ACI 318 D.9.2 X ALL ANCHORS SHALL BE VISUALLY INSPECTED ` � � �. :'.
<br /> � 5 1-5 0-1 7 0 5 FIT-UP OF FILLET WELDS: DIMENSIONS _
<br /> ` a� (ALIGNMENT, GAPS AT ROOT), CLEANLINESS :
<br /> � INSPECT ANCHORS POST-INSTALLED IN HARDENED (CONDITION OF STEEL SURFACES), TACKING (TACK AISC 360: TB N5.4-1 X .
<br /> � CONCRETE MEMBERS: .
<br /> WELD QUALITY AND LOGATION), BAGKING TYPE
<br /> �;.
<br /> ' +-� AND FIT(IF APPLICABLE) ' �
<br /> � ADHESIVE ANCHORS INSTALLED W �, ,
<br /> �, � HORIZONTALLY OR UPWARDLY INC�INED WAC ICC EVALUATION RPT X REFER TO ANCHOR CALLOUTS FOR SUSTAINED CHECK WELDING EQUIPMENT I AISC 360: TB N5.4-1 �
<br /> ; �, ORIENTATIONS TO RESIST SUSTAINED TENSION 51-50-1705 ACI 318 17.8.2.4 TENSION (ST) DESIGNATION ; ,
<br /> a
<br /> � LOADS. INSPECTION TASKS DURENG WELDING: ' , .
<br /> �
<br /> N MECHANICAL ANCHORS AND ADHESIVE ANCHURS WAC ICC EVALUATION RPT X �
<br /> (/) ALL ANCHORS SHALL BE VIStJALLY INSPECTED USE OF QUALIFIED WELDERS I AISC 360: TB N5:4-2 X
<br /> NOT DEFINED ABOVE. 51-50-1705 ACI 318 17.2 (NOTE 7)
<br /> I _ _ ;
<br /> U CONTROL AND HANDLING OF WELDING AISC 360: TB N5.4-2 X
<br /> �
<br /> � T6 1705.3 5 �
<br /> � ) CONSUMABLES: PACKAGING, EXPOSURE CONTRO
<br /> / 1705.3 ACI 318 26.3 I
<br /> v� - VERIFYING USE OF REQUIRED DESIGN MIX: 1904 ACI 318 19 X NO WELDING OVER CRACKED TACK WELDS, AISC 360:TB N5.4-2 X
<br /> � � 1908.2 AC I 318 26.4.3-26.4.4 I
<br /> � o �- ENVIRONMENTAL CONDITIONS: WIND SPEED
<br /> z � 1908.3 WITHIN LIMITS, PRECIPITATION AND TEMPERATURE AISC 360: TB N5.4-2 X
<br /> � � PRIOR TO CONCRETE PLACEMENT TO FABRICATE '
<br /> � � ASTM C 172 WPS FOLLOWED: SETTINGS ON WELDWG
<br /> SPECIMENS FOR STRENGTH TEST PERFORM SLUMP TB 1705.3(6) I 1705.2
<br /> � ,
<br /> � � AND AIR CONTENT TESTS, AND DETERMINE THE 1908.10 ASTM C 31 X EQUI.PMENT, TRAVEL SPEED, SELECTED WELDING :
<br /> TEMPERATURE OF THE C�NCRETE: ACI 318 26.4, 26.12 MATERIALS, SHIELDING GAS TYPE/FLOW RATE, AISC 360: TB N5.4-2 X
<br /> o O PREHEAT APPLIED, INTERPASS TEMPERATURE
<br /> � U MAINTAINED (MIN:/MAX.); PROPERPOSITION (F, V,
<br /> �
<br /> H, OH)
<br /> � : :
<br /> � - : : : : :
<br /> � � WELDING TECHNIQUES: INTERPASS AND FINAL
<br /> U o _ _ _ _ _ CLEANING, EACH PASS WITHIN PROFILE _ _ _ _
<br /> �-_' � LIMITATIONS, EACH PASS MEETS QUALfTY � AISC 360: TB N5.4-2 X ,
<br /> � o . .
<br /> � REQUIREMENTS '
<br /> � iNSPEGTION TASKS AFTER WELDING;
<br /> . � J ,
<br /> T Q '
<br /> � X
<br /> WELDS CLEANED , AISC 360: TB N5.4-3 X
<br /> � m SIZE, LENGTH AND LOCATION OF WELDS I, AISC 360: TB N5.4-3 X �
<br /> � �--�
<br /> ~ WELDS MEET VISUAL ACCEPTANCE CRITERIA: '
<br /> _ I �
<br /> ; x. �
<br /> CRACK PROHIBITION, WELD/BASE-METAL FUSION, � . • ,<< �'
<br /> � m _ _ _ _ _ _ SIZE UNDERCUT POROSITY 'WELD _ AISC 360: TB N5.4-3 X _ _ , r :
<br /> � CRATER CROSS SECTION, WELD PROFII.ES,, � � -
<br /> � X I, 1705.2
<br /> U �
<br /> � � ARC STRIKES AISC 360: TB N5.4-3 X : .
<br /> �- � �
<br /> O - REPAIR ACTIVITIES ', AISC 360: TB N5.4-3 X .
<br /> � N ,
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF
<br /> - � N � AISC 360: TB N5.4-3 X '
<br /> r- d- WELDED JOINT OR MEMBER •
<br /> � �
<br /> I - '
<br /> O , ,�
<br /> O aj '
<br /> , ,,.
<br /> � Drawing No. ,
<br /> �, � _ �__- G D• Ol Drawn By Date SCALE C O M M U N lTY TRAN S IT
<br /> � � _ 1601 ue, �.��-�� ,. G �oF easyj�,c p DYL 1 5 2017 c
<br /> j � - ' _ - �� '` ' ���' '' � ;' °� �@ Designed By Horiz �J� (
<br /> � � _ t' W $101 � � � ��;�'� � � � � �..� PE �'RMIT SET GLS , 5 20,� SEAWAY TRANSIT CENTER
<br /> � � _ % ����. Checked By Vert Sheet Na I
<br /> � - www.kpff.com -��ddtl�-.�� 4 z7�az ,
<br /> � L -- -- ''�o '��'CISTE4�� � \� JOS 1 5 2017 X '
<br /> -}-, - �1'4' {g` APProved By Project Number X
<br /> � X No. Date Revision By APPr• SS�oxAL '��' � ' CDO t 5 2017 „506� S P E C I A L I N S P E C T I 0 N S of Total
<br /> , ', ; I
<br /> , I ' ','
<br /> I
<br /> i �
<br />
|