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T1
<br />REQUIRED S RU €' .Real SPECIAL S E T a -a$ S
<br />INSPECTION
<br />-Y EJ1's?Jw IA1e T rLnta�uTIEF.REQU._E.,_NC-�_
<br />EN'lAF I
<br />1S C1 CODE of 5T.���RDr_
<br />T_FEREE(E REFERENCE CI1. U- iod1C
<br />1 [SPE'' IAL fiAlSP,-C"!"IC1r1 IS TtEC�UiP� � FCiI:
<br />STRUCTURALLOAD SEARING M MO RS AND
<br />I 170�i.2:� I ASSEMBLIES F,,`BRicATEDON HE PREMISES OF
<br />FABRICATOR SHOP,
<br />ITHE SPECIAL INSPE(:'TOR SH,AL L VERi Y T�HA! THE
<br />FABRICATOR MAINTAINS DETAILED FABRICATION
<br />170�D.2 6A j AND QUALITY t r�I ITf�C?! "IZ ?t ErU13 a �Iiii uI"i iLl_. i
<br />I REVIE'v'V FOR COMPLETENESS AND AI) GIJAC,Y
<br />j RELATIVE TO THE '.;ODE REQUIR NIEN .
<br />)" SPECIAL INSPECTIONS RECIUIRE' J BY SPuriui '1 705
<br />I ARE NOT REQUIRED V; HEFRE THE 1AADRK IS DONE C..:AN
<br />FABRICATORS � € THE' PRE1411Sz ' OF A FABRICJA OR R EG 1 STER E D AN 1)
<br />APPROVEDTO PERFORM SUCH rPIORKWI"T"HOTUT
<br />t SPECIAL INSPECTION. APPROVAL SHALL BE BASED
<br />i UPON T EVIEV` OF THE FABRICATOR'S WRITTEN
<br />! PROCEDURAL EDUR;AL AND QUALITY C ONT ROL MANUALS AND
<br />1704.2.5,2 I ; PERIODIC AUDITING OF FABRICATION PRACTICES BY
<br />A NrA I IONAL L Y RECOGNIZED AC.1C PErilTI3 J.3
<br />1 AIUTHORI T' i,a C C`J PLE ION O FAER!CA FION, THE
<br />d APPROVED FABRICATOR ATOR SHALL SUBMIT A �
<br />i CERTIFICATE IC'ATE OF COiNIPLIANCE TO THE BUILDING:;
<br />i 0 F F I C Id L STAIII NGT HAT THE "NO RKV14AS
<br />PERFORMED IN ACCORDANCE ;AiIT tvl THE APPROVED
<br />CONSTRUCTION iDOCU a1EE INTS.
<br />CONCRETE
<br />SPECIAL INSPECTIONS TICUL]S APPLY TO ANCHOR PI-'rUDU{,i
<br />- NAME_, TYPE, AND DIMENSIONS, HOLE 0IN1ENS 1'JNS,
<br />INSPECTION OF ANC,HO:.f> IdNST ALLEU "1t,09.1 "ACI 315:
<br />COMPLIANCE unJITiI }i"iiLL€3I"1" %EC1UIrt rT S+1TS,
<br />i CLEANLINESS F�. f, !' .",_N�r 'I >< ANCHOR, r.,. ADHESIVE
<br />r q x .. LEAI LINES. OF , ..._ HO_L ,AND A SCHOR, ADHESIVE
<br />IN HARDENED :C T IC T{ETE 1 TABLE170.."'" 3.. a, 5.1.3, 1.1. 3" r � , - r, r H r: SI E
<br />� � _X= dRAT1O11 DATE, f'i1i Hi7R/IaDri:_,�°V�
<br />I INSTALLATION, ANCHOR € INIB'Lii ENT AND
<br />TIGHTENING ENING rORQUT"
<br />TC
<br />1 /17J.31 ERANCE.S AND REINFORCING PLAC>'LMENT PER
<br />TREINFORCING;air: STEEL. -',F!C) 3 "ACI `s'18: 3.5 AG9 I.'�; SPACING LIMITS FCUP FtL:i;�IFOt'r ,,3ia A%I 7.6
<br />PRESTRESSING TENDON' PLACEIJIENT i910.7 � ACI $13: T'l-T f � PROTECTION OF r>°r=Er• IFORCEI';r1ENT PER ACI 7.7
<br />�
<br />fI '
<br />FOR
<br />1705.2.2.1 2 - ACI 31 3.5.2
<br />"REFER TO S I EEL !/ EL D)I �IG REQ UIREME°NTS
<br />!AIELDIi�GREINFORCING STEEL t X � x TABLE 1705.2.2, liEi l2b
<br />1) VERIFICATION OF 11VEL0,".HiL ITY "
<br />O; ! ! "AWS TDIA,
<br />SLE
<br />II i
<br />REINFORCING STD L ,3THE:R THAN I I ACI 316 SEICTiON X
<br />705.2.2" � I
<br />AST,1 A 70-0 3 52'
<br />'1705.3 i I
<br />i
<br />V E RIFYI NG IUSE 0F REQI_'lrfL=J i',ilY, "ACI 313:',.`HAPTcF?
<br />DESIGN(S) 1904 A"'1318:5.2-5.4"
<br />1904.2
<br />1910.2 I
<br />G'OI9CFtE 9 E PLACEMENT TABLE ( "AC 313' 1.3.2.C7
<br />`1705.3" A':'I31E3: 5.9-5.10"
<br />i I SPECIAL S� C"TION A F'LY T U "H AP I CJGFTICUII
<br />"TABLE
<br />VERIFICATION ION 1r,)F 17Ci5.;?,.
<br />F0RllT,11iOR# ACI 318: 6.1.1 X J AND DIMENSIONS OF THE CONCRETE MENISE R BEING
<br />TOR. 1JED
<br />STEEL
<br />F1 `'T2Er t R TO INSPECTION OF FABRICATOR
<br />F
<br />-AHRdCATOF STRUCTURALSTRUCTURALREQUIREMENTS1
<br />I_ „-1�r I 1704.2.5.2 AISC 60N2 X
<br />L
<br />1 EMIE ' S 1 APPROVAL BASED ON NATION/\LLY RECOGNIZED
<br />.ACCREDITING Al.=THORIT,;z.
<br />AISC 36U iN 3.2
<br />MATERIAL VE.RIFIC`,rVFIOINI OF ASTivl t TANDJARC _
<br />HIG I-STPEN(3TH BOLTS, i lUTS, AND SPECIFIED IN � � x MANUFACTURER'S CERTIFIED TEST PEPORTS
<br />WASHER 1 CONS'T iRU{ TION I
<br />I DOCUMENTS
<br />" TIC SC SPECIFICATION
<br />FOR 2 STRUCTURAL
<br />a
<br />.JOINTS USING ASTM
<br />SNUG -TIGHT JOIiNT HIGH4 TRENGT-I A.J2.5OR A49CJ BOLTS
<br />-.,
<br />iBOLT INSTALLATION 17105.2-1,1 SECTION ALL CONNr_CTIONSIINSPECTEDAND VERIFIED SNUG
<br />AS's,; 360, SECTION
<br />M2.5"
<br />"AS"'TM A6 i
<br />ASTIUI STANDARDS
<br />SPECIFIED IN
<br />NIATERIAL VERIFIE~A�110N OF ".I70.5.2A CCNSTRUCTiLiN
<br />STRUC"T"URAL. STEEL 2203.1 DOCUMEN IS x CERTIFIED N111.1 TEST REPORTS
<br />TABLE 1705.2"
<br />= AISC 3601J3.2
<br />i 4 AISC 360A:3.1 �
<br />I AISC 360 M5.5" i
<br />FOR OTHER STEEE I IDENTIF IG'OlON 1
<br />NIARKIW3,S TO COINFOR i O >t S'i MI i APPLICABLE ASTIJI 1
<br />STANDARDS SPECIFIED D IN THE TATJLE 1705.2 IlIATERIAL I X IJIANUFACTUREP'-, CERTIFIED TEST ST REPORTS
<br />APPROVEDCONSTRUCTION � STANDARDS
<br />DOCUIMENTS
<br />"AdMATERIAL VERIFICATION OFt�tcL[a AISC 6 A3.5
<br />TABLE170-3.2 fI at MANUFACTURER'S CERTIFICATE OF COMPLIANCE
<br />FILLER 1,1E TALE APPLICABLE ABLE AWS Aa
<br />DOCUMENTS_
<br />CO IPI E I E; AND PARTIAL JOINT 1 "A11DIS D1.1
<br />I`AHLF= 1705.2 ALL rd'JELDe3 VISUALLY INSPECTED Pc IdrIA} AS D1.1 6.9
<br />Ia P�:mT'rR,Ai ION GROOVE WELDS � _. _ ;SECTION Cj .
<br />f I
<br />AWS D1.1 _
<br />T„ULTIPA S FILL ET i AJELD TABLE 'I 7Ga }SECTION s¢ :TEE }JL,`._L'•S VISUALLY INSPECTED PER i Ljis iU I
<br />SINGLE Pi -'SS FILLET WELDSi � AAIS DI 1
<br />2
<br />T,,FLE'I7SECTION a° � X IALL LN_LD3VISUALLY INSPECTED PER ANYSD1,6GREATER THAN 5/16
<br />PLU a AND .,LOT r1Aft L(__)S 'TABLE 1705.2 y i ALL leAIELDS VISUALLY INSPECTED F IER AMuNa 111.1 6.9
<br />SINGLE PASS FILLET VVELDS LESS _TABLE 1705."2 � "AWS DIA F A.LL_+JAIELDS `JISUALLf I, SPEGTED PER Aa1AiS D1.1 d-.9
<br />THAN OR EO IAL ICU 5116,, SECTION 6"
<br />I
<br />MATERIAL VP RIFI ATICJN C7F 'TABLE 1705.2 'ACI 318: 3.5.2 � � r � I r
<br />REINFORCING :STEEL r"Tt VVELDIN a 1 T0�.2.2.'� 2" AUTOS DIA"
<br />I i r, CERTIFIED IJlIu.L F T REPORT � i
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<br />1 r _-
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<br />1I 4)
<br />i L E 2
<br />REQUIPED STRUCTURAL SPECIAL WSPECTIONS
<br />I INN EEC ; ION
<br />L _ r FREQUENCY
<br />SYSTEM or iA g'EFNIA'L i !1 _ _ �_. _________ REMARKS
<br />fsr�<� RK
<br />€3t" f,JDU r
<br />REFERENCE CSD r3Y L~AilLirlTC"i
<br />� ��
<br />.e°CsnYdti?a'-33.I:a ,la?'tiJ dI4:
<br />._
<br />AISC 60 A33A
<br />MATERIAL VERIFICATION OF ANCHOR. HOR. AST11A x I,'1NCir RDS s iN i�iv U F ; - ER' TES._ REPORTS
<br />DOL."1Ta,",I�DTHREADEDRODS SPEC;IFIEDI 1 � � �6fT a1J ICI"UrY r.�, Eri�lFli Gy TEST 3 �i OF2T�
<br />s ONISTT<1JGTION
<br />DOCUMENTS"
<br />I i
<br />}! '2dFYII�i'". �tlF?T>rC.;:=Si'vr_71J�1'�LL%I�Ii_�__
<br />V INSPECTOR U17-LD RGA"DION, 17(F5.2.2.'i COPY OF; UALIFdC,,wiO,4 CARDS
<br />III'
<br />WELDING STUD8 EXCEPTA,S NOTED "CONTINUOUS INSPECT lONI IS NOT PEOUIRI-DYVIHE1N
<br />1 iT IE ,_ X �VV I i I >S 1NST ALLED }AIiTH AN 'Are TO l rI< ALL f s llmED
<br />RVdIS��: STUD rf "ELiIP1G d1A%FI1NE PER SECTION 7 OF AlAIS
<br />",QISC' 3 C, T;IC:
<br />D D1.1 (ONLY PERIODIC,), 1705).2 (5)
<br />1Pa , 1.d SECTION 7°' (�.
<br />}IA,iELDING TUDS IN STRUCTURAL
<br />DIAPHRAGM IS � � � x A LL V%1 DS VISUALLY INSP C TU PER AYJS DI A
<br />T.L 1
<br />VERIFYING LISE Or PROPER V.JPS'S n COPY OF WELDING PROCEDURE SPECIFICATIONS
<br />VERIFYING tAJEL Darn R QUALIFIIC AT IONST � COPY OF UUALiFiC `Vi iON CARDS
<br />C ONIPLETE AND PARTIAL. JOINT _ � X
<br />PENETRATION GROOVE WELDS
<br />Dix
<br />ALL. `;t11E LL1S VISUALLY I3v5r}Et:;;"EIU PIER iNIJS 1.2, 5.5 f
<br />MULTIPA 3 FILL ETV>;e LDS X
<br />SINGLE PASS FILET k,VELDS I
<br />TABLE
<br />1REOWIF,lEOTESTING for SPECIAL IAL IN .SPEC -Ir_X3s'S
<br />dE T°IN
<br />FREQUENCY
<br />SYSTEM, or NIATERIAL d %a' G,.)iJ " WOE or STANDARID _._.�........ �..._......_.__..,,�...._.....�_..._.�______� I
<br />L.{ ti la`I$8Si4.3, Periodic
<br />I
<br />,,T rHl" T"I sME FRESH CONCRETE IS
<br />.SAMPLED I O FABRIC;A E S: ECI1.1t:.NS I "FABRICATI- SPECIMENS AT TIME FRESH CONCRETE IS
<br />w >a ; ,: "reel 172 PLACED ONr L ACH DAY FOR A C31VEN CLASS OF
<br />OR TREtNGTH TESTS, PERFORM 'TABLE � 1
<br />SLUId1P AND AIR CONTENT TESTS AND '1705,: ' � lASTM C 31 A CONCRETE, OR LESS THAN ONCE FOR EACH 150 YDS
<br />1 DE T ERiANE THE TEMPERATURE OF {`CI 31 a. 5.6, "k.3" P OF CONCRETE, OR LESS T HAN ONCE FOR EACH a5,r"Ga0
<br />THE CONCRETE; FT2 OF SURFACE AREA FOR aLASSAN L LS. ONCE j
<br />I EACH SHIFT FROM IN PLAGE 1111ORKCUP FROM EST
<br />PANEL AND MINIMUM ONE SPECIMEN FOR EACH, 50
<br />II C !IEtIG YARDS. ""P2 CONSTRUCTION Tr ST,S AS
<br />�
<br />IAHI ` M r 9 REQUIRED PER THE BUILDINGOFFICIAL""'.
<br />i Av'Tre .� � I
<br />3' i
<br />C C)NCPE I L SI UDv1P _ S1 `i d3_.�
<br />c OP, R is 'TIT' CONTENT "TAUT -_ ASTiv1 r 2' I.__{ _
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<br />I CONCRETE TEIi PERZA`r ORE ASTI}r1 f,1sU64 x
<br />",.0Apr-�..:> TJNS for SEISMIC RE :>aISJANC... (SEASN11C CATEGORIES C,
<br />iNSPEECTION
<br />_ _._.�-_ _
<br />I
<br />I hek .aLD�s�>Tee
<br />SYSTEM. or MATERIAL ERIA r _ Hw€}a'��TaT�`KS
<br />3.�C CODE � C 3'�� ur S a APlCJARD �_`�_�
<br />REFERENCE I RER°�-PENCE
<br />9 Continuous Periodic
<br />r-3..EC RICA1 COMPONENTS
<br />INTA L ATION OF ANCHORAGE O3
<br />EL ECTPI AL EQUIP 1011 F R i
<br />ElMEERGENC ( OR S l A DIB ( OIAJE R j 1 0,115.11 Z x
<br />SYSTEEN "1S I i
<br />I
<br />INSTALLATION � _ OF
<br />OTHER
<br />_ SEISMIC
<br />SUPPORTS FOR DESK-361NATED
<br />ELECTRICAL AL SYSEN1S AND THEIR '1 /05.11.6 X
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