|
�� � ENE��� � E� E��� �O�E� �T� � �T� R��. ��� E�'�ATI � � � ; �TATE� E (�T QF� � F� E� IA� I � � F' E�TlC� I� �
<br /> A THESE N�TES ARE GENERAI� AND APPLY TO 7HE ENTIRE PROJECT A�.L GR��3T SHALL �E �QI�-SHR(NK GROIJT; tJNLESS IN�ICATED 1. ST�UCTURAL 4BSERVA�fIONS SHAL� 8E PRC3ViDE[� I�! ACCOR�APJCE Y�ITN THE 2012 IB�, 1. SPECIAL fNSPECTE�NS AF�E REQUIRED IN AC�QRDANCE WITH THE 2012 I�C
<br /> EXCEPT �fHERE SPECIFIGA�LY IN�ICATED �TNERWlSE, OTHERWISE. THE f�NINE� SHALL Et�P�(�Y THE ENGINEER UF �ECORD, NIS DESI�h1EE, OR A WA�HINGTON CNAPTER 17. THE OWNER SHALL ENGA�E TNE SER4�I�ES OF A QUALIFIED �,
<br /> REGISTERED DESIGl� I'R�FESSIONAL TC� PERFC}RM STRUCTURA�. OBSERVATION�: AND SPECIAL IY�SPECTJR, t�NO SNALL PROVIDE ALL SERVICES NECESSARY T�} MEET
<br /> ST�UCT�JRAL DIME�lSIC?N5 CCINTROL�ED BY Of� REI�TEa TC} �}N�ESS �THE�WISE SHGWN �ON�RE�E WALLS A(�D SI�ABS SHA�L 8E WNQ SNALG I'R�IVI�E ALL SERti110ES NECESSARY TQ MEEf TNE I�C STRUCTtJRAL TNE IBC SPEC�A� IN�PECTI�� REQUIREMENTS. `
<br /> MECHANI�AL OR ELECTRICA� EQUIPMENT SNALL BE COORDINATED REINFCJRCED AS F(7L�OWS: �4@12� EW , CENTER 4F 6" SE�TIQNS; �{�12" flBSERVATIONS RE�UIREMENTS.
<br /> 8Y TNE CC}NTRACTC}I� PRIt}R TO CQNSTRUCTIC}N. BQLT �I�E5, TYPES, EW, CENTE� �F �'} �ECTIONS, �4 � 1�" E�1 EF OF 1 El" SECTIONS; ��f�1�" 2, ' SPECIAI� INSPECTI{�NS SNA�L BE PR��IIDED DllRIN� ALL FABRICATI��1 Af�D
<br /> � ANO PATTERNS SHAL� BE VERIFIEE� WITN THE MANI�FACTUf�ER. EUV EF OF 1� ANO THICKER SECTIONS. 2 STRUCTtJRAL OBSERVATI{7t�S SNALL BE PR{JVIDED DU1�II�G A�L FABRICATIf��f AIVD CO�ISTRUCTI(��! ACTIVITIES IN AGCOfti�ANCE t�ITH THE NC}TE� AND SCNEDl�LES
<br /> � A�� BC?LT PATTERNS SHALL BE TEMF'LATE[7 TQ ��ISUF�E ACCURACY CC�NSTRl�CT10� AGTIVITIES IN AC�(3R�ANCE WITH TNE NOTES AND SCHE�}1JLES ON THIS �RANII�JG.
<br /> ' � C}F F'�.ACEMENT. �ETA� CLIPS OR 5�PP4�T� aHALL N(�T E�E PLA�ED IN �C}NTACT C}1� THIS DRAWII��.
<br /> `� WITN THE F�RMS �R THE SUBGRADE. �t�NC�EfE BL�}CKS (OR 3. SPECIAL INSPEC71flN FOR THE MAIN WII�D-FORCE-RESISTING SYSTEM AND
<br /> � MECHA�lI�A� AND ELECTRI�A� EQllIPMEf�T �UPPOf�TS, ANCHORAGES, 0f381ES) 5t�P1'�RT1NG BARS �N SUBGRA[�E SHALL BE Ih� SUFFl�IENT 3, THE Ct�NTRACTClR �NAL� NC}T1FY TNE OW�1ER ANt� 1"N� STRIJCTU#�AL C}�SERVER AT �EAST � EXTERI�� CIADGING SNALL 8E PROVIDE� AS INDICATED BEL{lW:
<br /> `�' C�}�ENINGS RECESSES AND REVEAL.S NOT SHOWN UN THE STRUCTURAL IVUMBERS TO Slt#'F'C�RT THE BARS WITHUUT S�I��MENT BI�T IN
<br /> � D�A�VIN�St BUT REQUlRED BY OTH�R C�JNTRACT DRAW1i�GS, SHALI� 8E €�Q CA�E SNA�� SUCH SU�'PORT BE CONTINtJOIlS. � �USINESS DAY� PRIOR TQ EACN #�EQUIRE� STR�CTURA� C7B�ERVATI0�1a
<br /> �' PRt�VI�ED F(7R PRIQR TO PLACING CC}�#C�ETE.
<br /> A. WlNE7 FC}RG� RESISTIN� SYSTEM;
<br /> � D{}WEGS SN�iLL BE N11RED �iR OTHE�W(SE HEL� IN PUSITI�N. THEY ��, N E� tJ I�E �..1 � ��� � �T� ��L � �� E� V t`1 I I �.J I � ,J �� ���EL FRAME: SPECIAL I��F'ECTION IS �EQtJ1RE� IN AC��RDANCE WITH
<br /> � STRUCTU�AL DRf�WINGS �NA�L BE �JSED I� C{��RDINATI�P� �ITN SHALL �!(3T �E SHOVED INTO F�E�HLY PLACED CON�RETE, TABLE 17t��.3.
<br /> MECHANICAL, ELECT€�ICAL, ARCf-{ITECT�JRAL, CIVIL DRAWINGS AN� SN�P
<br /> � DRAtNINGS PROV@ED BY MANUFACT€�RE#�S 4F EQUIP�E�T. ��l�ESS tJTHERWISE INDIGATED t7N TNE DRAWINGS, �APS OF 2. EXTE�IOR WA�LS: PERIC3DIC SPECIAL INSF�ECTION IS REQtJIRED FOR .
<br /> � REI�FC�RCEP�ENT SNA�� BE AS 5HC}WN C}�1 DEfAIL 9 f 528�. NAILINGy ��REW A7TACHMEI�T, BOLTING, ANCNC}RING AN[} UTH�R FASTEh11NG
<br /> �TRUGTURE� NAVE BEE�i DE�IGNEl� FOR OPE�ATIONAL, NYDRC�STATIC, WHEN>TO OBSE�VE WH�tT TO O�SERVE OF COMPt7NENTS.
<br /> AN� E3ACKFI�L �flADS ON TNE COPv1PLETED �TRUCTURES. Ti�E LOCAfiE TW�} 3/4 INCN GA�VANI�ED RICHMONQ RO�KET INSERTS, r
<br /> STI�UCTURES HAVE N4T BEEN �ESIGNED Ta RE51ST TNESE LOAI�S H{�HMAI�N 8c �ARt�ARD �R E{�tlA�, STRADDLING CE�TERLaNE OF 3. WALL COfVN�CTI(7N� TO STEEL FRAMES: PERIOD(C SPECIA� 1NSPEGTIO�v IS
<br /> WNI�E �N�Y PARTIAI��Y CONSTRl3CTED. DURII�G CONSTRUCTI��1, THE EQUIPMEI�T C1UER A�� PUMPS, �fETE�S C��2 OTHER MECNANICAL F�}�1�l�ATIO�IS REQUIRE� FOR 80LTING, WE��ING, A�lCH�}RING AND OTNER FASTENING tJF
<br /> STRUCTUI�ES SHALL �E PRE3TECTED Ff�QM AL� CONSTRUCTION �C}RU� UNITS {�F MO�E THAN 1�0 LBS, F�JR 1N�ERTING LIEIING EYES I� N1AL�� TO STEE� FRAMES; I
<br /> 8Y B1�AGING A#�� BALAN�I�1G U�lTI� ALL STR�I�TURAL ELEMENTS ARE IN NOT C7TNERWlSE INDICATED. PI�IC�� TO TF{E F1RST C{�N�RETE POU(�, BI�T REVIEW AREAS (3F PARTICULAR CONCERN S[JCN
<br /> �I�tCE, AND A�� CC}N�RETE HAS REACHED THE S�ECIFIE� 28 [}AY AEfER PLttCEME�T UF REINFQR�I�kG 1S A� HI�H�Y C4NG�STE� AREAS C?R ANY ' 8. R+�QF, WA��, AND SC7FFIT CLADDING.
<br /> CC}NiPRE�SIVE STREN�TFI. �VER�C�A[}I�G OF ANY �TREJCTt�RAL REINFQR�ING �3ARS AND ACCESSORIES SHALL ��T BE IN CONTACT UNDEf�WAY MECNA�IICALLY-CO�P�EO �PLICES AND CNECK
<br /> ELEMENT IS Pr�QNIBITED. WITH ANY PIPE, PIPE FLANGE QI� META� PAft75 E�iBED�IED IN 1, �ERIO[�EC SPECIAL INSPECTIOt� IS REQUII�E� DURING WELDING, ,
<br /> CQNCRE�E, A MINIMUM flF 2 1�1GHES CLEARANGE SHAL� BE TNAT AP�Rf�VE�} PLACIN� P�A�iS ARE BEING NAILING, SCRE'�V ATTACHMENT, BOLTING, A�CNt�R[NG AND (�TNER I
<br /> UNLESS OTNERWISE SHOWN, Ofi� A�� STRtJ�T�9#�AL DRAWINGS TNE P#�ClVIDE4� AT AL� TIME�. ��E�. FASTE�lIIUG C}F Cfl�IPC��IENTS.
<br /> FINISNEO GRADE Af�4U�iQ STRUCTURES IS SHt�WN. TNUS, ���;�,�
<br /> � INDICATI�iG ElTHER GR0�1ND SURFACE, 1"OP OF C�y��RETE �I�AB, 4R ALL. ITEMS EMSEDC�ED IN CO�iG�iEfE SHALL C�E SPAGE� {JN CENTER REVIEW AN�HOR BOLT PLACEMENT AND �� SEISMIC FflRCE RES(STIN� SYSTEM.
<br /> � AC PAVEM�NT. FOR DETAIL� �JF FINiSH �13�;FA�E5 SEE CIVIL AND , AT �EAST 4 TIME� THEIR CIUTSIDE �1�1EI�SION. THE �l�7SIDE DIMENSiO� PLACEMENT OF H(�LD-D{�WN 8C}LTS C}R S7EEL �. CpLUMN CONNECTI(?NS TO THE FQUNDATIQN: SPECIAL 11�5�ECTION FOft t�LL
<br /> �- ARCHITECTU�AL DRAWINGS. SHALL NQT EX�EED (J#�E THIRC} UF THE MEMBER THICKNESS EI��EDS. CO#VCREfE At�CNOR INSTALLATIQ#� WNERE REQUIf�ED I�J ACCURDANCE WITH IBC ,
<br /> � C�` ( � �} /� T I E�E�TRfCAL CONDUIT EMBEDDE� I� CONCRETE SI�A�� N4T E3E Sf'ACED TABLE 3 705,3.
<br /> � J�� �.J �T� I li�l� � I ��_L ��OSER TNAN 3 �UT�I�E DIAMEI�ERS �N CENTE�. fl. �ECHANICaL A�lD ELECTRICA� ��MPUNENTS AS NOTED BELOW:
<br /> UN�ESS t�TNERWISE SHC�WN C��# THE DRAWINGS �ONCRETE STEE� FRAMING 1. F���I��IG SPE�IAL EC�S�ECTIO� IS �;EQUIRED DURING TNE INSTALI�Tl4N OF
<br /> ST�EL CONST�UCTIC?N SHALL CONFORM TO TNE �PE�IFICATi{�NS AND C{�VER F�R �EI�FOR�ING BA�2S SNALL BE A5 FOLL��VS: ANGH�RAG� UF OTNER ELECTRiCAL EQUIP�iENT.
<br /> STAN[�A�DS AS CONTAINED IN TH� F�}URTEENTH E�1TIC}N fi�F THE AISC AF�ER TNE �IRST TIER HAS BEE� ERECTED AND f�BSEfi2VE TNE WC1RK iN F'R(�GRESS, MEET tNITH
<br /> MAN�fAL OF STEEL CONSTRUCTION, F�R CC}NCRETE PLACED AGAINST E�1RTF! PLUMBE�, AND Bt�LT 11GNTENING AND J�I�T S�'E�IAL INSPE�T�}RS FC�R THE WELDING AND � 2. PERIODIC S�ECIA� INSPE�TI{?N IS REQIJIREO DUftING TNE IN5TALLATION OF
<br /> SEE C�NST�UCTION JOIi�T DETAILS F�� WELDIN� 15 UNDERWRY. �OLT TI�HTENENG �IPERATIONS, PAl' PARTICtlLA� VIBRATIt�N ISflLAI"I{�N SYSTEMS.
<br /> STRUCTURAL WI�E FLANGE SNAf'ES �HALL BE STEE� MEETING �kSTM THIN SI�BS-ON-GRADE. Bt�1TOM CQVER ATI�ENTIf�N Td� TNE �'f20CEDURE5 USED FOR
<br /> A-992 SPECI�IGt�TIONS. �fAY BE LESS THAN 3" IF SQ It��1CATED 3" 4. AD�ITIC�IVAL SPEC3A� I�ISPECTIO�S SHALL 8E PRt7VIDED WNERE REQUIREa
<br /> INE��71NG ClF MC�MENT FRAME Jt�l�lTS. �Y THE 2012 IB� �NAPTER 17.
<br /> (7THER �NAPES, BARS, PI�TES AND SNEETS �NALL BE t�F STEEL MEETlNG F�7R SURFACES IN ��}NTACT WITF{ WATER C?R WERTHER
<br /> ASTM A-36 SPECIFICATIONS. AND FGRMED SURFACES I!� �(7NTACT N�ITH EARTN 2" CON�RETE CON�TRUCTiON � E F� � T� � � � .
<br /> PIPE, PIPE CULUMNS, AN� BOLC�,ROS SHALL BE �F �TEEL MEEI�ING AST1� F{3R CONC�iETE NQT EXPQSED Tfl WEATNE�2,
<br /> A-53, TYPE E 9R S> GRA�E � STA�lDAF�D WEI�HT, 11N0 �R IN �ONTACT �NITN 1NATER (}R EARTN 1 1J2"� PRIf�R T� 1"HE FCRST Cf�NCRETE POIJR, �UT REVIEW AREAS �F PARTICIlI�R C4NCERF� S�JCH i, REFER TO �ECTION 1702 AND GHAPTER 2 QF THE 2012 IBC FOR DEFINITI4N C}F TER�S
<br /> A�I"ER P�ACE�lENT �F REI�VFORCING IS WELI. AS NIGHLY CON�ESTEO AREAS C7R ANY APPICAB�E T� SPECIAL INSPECTIONS AN� STRUCTIJRAL (�BSERVATIONS.
<br /> a �-i5S SHALL BE OF STEEL MEETI�#� ASTM A-5C}0 GRADE 8. tJN�ESS OTN�RtNISE NQTE�, WAL�S AND S�ABS SHQWN WITN A SiNG�E UNDERWAY. MEGNANICALLY-COIJF�LED SP���ES AND CNECK
<br /> �AYER (�F REINF�R�EMENT SHA��. HAVE TNAT R�I�F�RCEMENT TNAT A�'PRflVEi� PI�tCING PE�'�NS ARE �EING ;�
<br /> STEE�. JOIST�, BEAMS, AND GIRDERS SNALL NOT 8E RELOCATED CENTEF�ED USED. A� SPEGIFIC aEFI�lITIt�NS
<br /> WITNOUT APPROVAL BY TNE ENGINEER, HIGH STRENGTH BOLT AN ASTM A325 OR A490 BQLT, AN ASTM F9852 ��
<br /> SLA�S WITN S�O�ING �I�RFA�ES SHALL HAVE TNE IN�ICATED SLA� REVIEW ANGHt�#� 80�T PLACE�ENT AI�D TW15T-f�FF-T'YPE TE�S(�N-CONTROL B�7LT �F AN
<br /> A�� WELDING SNALL BE BY TNE SNIELC�ED ARC METHOD AND SHALL 1NIC�NESS MA[NTAI�EEC3 AS TNE MINIMUM. SI�tB �OTfOMS MAY PLAGEMENT OF HO�J-DOWN BOLTS OR S1EEL A�TERNATIVE--DESIGN FASTENER THAT MEETS TNE
<br /> C�7�SFt?��# Tt� AWS CODE FOR ARC AND GA5 WE�t�ING IP� BUILDIt�G EITHE� SLaPE WITN THE TOP SURFACE OR BE LEVEL, REINFORCING EM$EC�S. REQUIREME�TS IN AISC 360 SEC1"I��J 2.8.
<br /> CO(�STR�IGTIQN. QUA�IFIGATIOiVS OF WE�DERS SHAL� 8E IN ACCORDANCE I{� �LABS WITH SLt�PING SI�R�ACES �HAL� BE PLACED AT TNE �
<br /> V��lTN THE SI�ECIFICATIO�#S F0� STANDARD QUA�IFICATION P�C}�EDURE f�EQlJ1REl� G�EARANCE F1�OM THE SLA� SIJRFACES.
<br /> OF TNE ANIS. DURING PLACEME�IT (7F SI�1B. TNE E�JGINEER MAY ELECT TO PERSt7NALLY �� �1,�T 1 \t`-1�T t,1 I � I � �� I � �� � U � �� I �
<br /> QBSER�IE CC}NCRETE PLACEMENT F�R CRITICAL
<br /> �� � � RETE � E�� EPT � RE�A�T � E� E�A� � E� I �� CRITERA �T���T���� E�E�E�T�. �.
<br /> 1, EACH GCINTRACTOR RESPONSI�LE FOR TNE FABRICATI0�1 flF� CC3NSTRUCTIt�IV OF A MA�N
<br /> �� � � � ��E� DESIGN IN ACCC}RDANCE WiTN TNE 2012 EDIT�ON OF THE INTERNATIONAL � WIND-FORCE-RESISTING �Y�T�M OR MAI1� SEISf�IC-Ft�R�E �ESISTiNG SYSTEt�
<br /> .� �UILQI�IG G{7DE, EXCEPT 'WHERE �THER APPLICABLE C�}OES OR TI�E �}R CQMPONENT LISTED ABt��E SHA�� SU�MIT A WRITTEN STATEMENT OF RESP0�ISIBILITY
<br /> ��L�OWIi�G iVOTES ARE MORE I�ESTRICTI�E, TO THE �RJILDING OFF(CIAL AND CIWNER PRICIR TO TNF COMME�CEME�lT OF WC}I�K C�N
<br /> � UNLESS QTHERWISE I�C}TEQ OR SP�CIFIED, A�� ST�i�GTIJ(�AL C�Jt�CREfE TNE SYSTEM OR CQMP{�NENT. TNE ��NTRRCTO�'S STATE�EIVT OF RE�P�}NSIBI�ITI` SNAL�
<br /> SHALL C}EVE�OP A MINIMUM GOMP�ESSIVE �TREI��TH OF 450� PSI LQ�DIIVG�: CONTAIN ACK�l�WLEC�GE�ENT (�F AWARENESS OF THE SPE�IAL REQl31REf�ENTS �ONTAIf�ED
<br /> IN 28 DAYS. IN THE STATEMEI�T �F" S#�ECIA� INSPECTI(�NS. �
<br /> S�}I� i�C�A�S:
<br /> �tiEliVFt�E�CEMENI- STEE� SNAL� BE DEFC}f�MED BAR� CC�NFQRMIP�IG 1N t..J E ��� � E� � �.1 U �� � I I ��� . `
<br /> QIJALITY TO THE REQUIREMENTS OF ASTM A-6�5, "SPECIFI�ATIf��JS �OR AL�C}�NABLE �3EARIhI� �RESSUI�E
<br /> L�EFORMED �I�LET-STEEL BARS F�F� CONCRETE �EINFQRCEf�E�T�, [JEAD PL�JS LIVE �PSF}: --yr--------__�__---�.------- �,��� � �1� `�,,..�' ! El.� I I � I �I 1....1 � �..JTI \ � �T� I l�� �T�EI_._ �� �� �TI \ �� �T� \J �
<br /> � GRAQE 60 A�L LOADS (W/WIND 8� SEISh�41C} {PSF}- ------------ - 5,333 DEF`ERRED StJ�MITTALS ARE THt�SE PORTI�N� OF TNE [�ESIGN WN�CN ARE P�OVIDEQ BY TNE
<br /> FROST DEPTH �INCHES): � -- 25 GC}�ITRACTOR AND TF�EhEFORE W�RE NflT SU�MIT�E�} AT THE `�IME �F TNE PERf�IT
<br /> CQLI��1N SPIRAI�S SHALL CEI�IFOR�! TO AST�3 A-615, °'DEF�RMED AhJO APPLICATIQN, AND WNICH ARE TO �� �l1�MITTED TU TNE PERh�ITfING AGENCY PRIOR T�7 1. �PECIA� INSPECTION F�R STRUCTURAL STEEL SHA�L BE IN ACCORDRNC� N11TH THE ,
<br /> P�AIi� BIL�ET-STEE� BARS FQR CONCRETE �EI�IFORCEME�#T, �RAD� 60 FLOOR �IVE LQAC}S: FABRICATI4h� (�R INSTALLATIQN OF THAT PORTIC}N C}F THE W{��K. QUALITY ASS�JRA�l�E AI�D Gt�A�ITY ��}fi�TROL fE�SPECTIQt� REQUIREMENTS C}F tlISC 36Q� '
<br /> OR pSTM A-8� "STEEL WIRE, PLAIN, FC1R CONC�ETE REINF(7RCE�E�T". '
<br /> UNlF"(�RM �IVE COA� P5F : -------------------------- 1�0 PSF NO WQRK �HALL E3E PERFa�MED F�R �EFE�i2ED Sl1�MITfAL lTEt�� UNTI� TNE PLAP�� F4R �UCH �
<br /> ALL DETAIL.ING, , { } 2. TNE CQfVTRACTOR IS RESP4NSI�LE FflR Q1lAL1T1' G��TRQL PR(�GED�RES IN ACCORDA�PJGE
<br /> FABRICATI�N AND PLt�CI�l� OF RElNFt�R�ING BARS REDUCED LIUE L�AD {�SF�}: ------------�__------------ N/A Wt}RK HAVE BEEN REVIEWE� �ND FOt�ND A�CCEPTAQLE BY TNE STRl1CTl�RAL ENGIIVEE� OF WITH TNE REQUIREME�ITS OF AISC �6t} CHA#'TER �f. '
<br /> I�NLE�S �TNERWISE INDICATED, SHALL BE IN ACCt�R[7ANCE WITN C{�N�ENTRATED Lt�AD {PSF}: ------------------------- HS 20 RECORD A�tD APPROVED 8Y THE �UIL�I�J� C}FFICIAL, �
<br /> ACI--315, „MANUAL OF STAf�DARD PRACTi�E Ft�R [�ETAILING REINFC}RCED IMPACT LaAD {� CIF L�AD}: -----------________________ 30 � 3. THE I�l�PECTI(}N TABLES ANi� N{7TES PRO�It�ED IN THE STR�JCTl�RRL Nt�TES ARE INTENDEO
<br /> �ONCRETE STRl1CTl�RES", LATEST EDITION. DRAWIN�S AND CAL�IJLATI�?NS FOR �NES� ITEMS S�AL� 8E; SEGNED ANC� aEALED 8Y A LICENSE� ���Y TO ASSIST TFIE �4NSTRUCTION PEf��ONNEL IN fDENTIFYIh�G QUA�ITY CO�TRC}� AND
<br /> WA�H1�3�TUN PRt�FESSI0I�AL ENGI�JEEI�. NO FRBRICATIC�N SHALL CCIMME�CE UNTI� TNE FINAL
<br /> TQLE�Al�GES It� PIACING I�EINFORCEME�IT SNALL BE; ROOF LIVE LOADS; A�'PRt�VAL I�AS �EEN ISSUED BY THE BUC�[�I�fG �FFICIA�. AND THE ST�l1ClURAL QtJALITY ASSURANCE IN�PECTION �EQUIREMENTS. TNE REQUIR�M��fTS UF AISC 36�
<br /> � f/- 3�8 II�CN FC�R h�EMBERS WITH DEP1"N D �/_ $ I�I�NE� ROOF LIVE Lt�AD �PSF}: ---------------------------- 2� ENGINEER �F RECC�RD. �NAtTER C� ARE MININIEJM ftEG►UIREMENTS; AND THE QUALITY C�h�TR4l. INSPECTCIR(S} AN[�
<br /> ; +�- 1 f 2 I�CH F�R ME�IBERS WITN DEFTH D > 8 INCHES QUALIIY ASS�?RA�lCE IN�PECT{7R{S} ARE RESP�NSIBLE FQR �EETI�iG ALI� REQUI�EMENTS
<br /> TNE DEFERRED SUSNIITfAL� �HAL� I�iC�l1QE AS A MINIMU�1, B�1T N(�T �E LIMITED T0, THE OF AISC 36{J CNAPTER N, WH�NE� INDICATED ON THlS SMEEZ C?R NQT. 1F ANY
<br /> RLL C��ST€�4��TI01� JOINT�, SHALL E�E R4UGH AN[� THOR0�IGHLY ROC}F SNOW �t�AD DATA: FC}LLC}WING ITEM5: IN5PECTCONS ARE REQUIRED IN ADDITION TO TNE AIS� �6Q CHAPTER N lNSPE�TIO�#S,
<br /> �LEANE[7 F�}R 8QN0. SUCN I��PECTf�3N5 ARE INDICATED Q#� TFiI� SHE�T. IF A DISCRE�AN�Y EX15TS B�TWEEt� .
<br /> GRO�IND SN{�W LQAD PSF ; ------------------------- 25 THE RE��IREMENTS OF AISC 360 GHAPTER N AND TFEE REQUIREMENTS OF TNIS DRAWING,
<br /> L�}CATfON t}F A�� COhtSTRUCTIQN J�}INTS SHALL. BE AS SHQ�N �N TNE FLAT ROOF �NClW LOA� {�SF}: _---------------------- 20 SPECIFICATION SEGTION ITE�# TNE MflRE STRINGEN� REQUIREMENT SHALL APP�Y, UNLE�S OTElERWISE APPROVED BY THE
<br /> DRAWINGS 0� APPRC}�lE� BY THE ENGINEER. ALL C�7�1S7RUCTIC�N JOINTS ��OW LflA��IMPOR ANC�E FAGTC7R ___-------__�----------- �.� 13,�42� P�E-ENGIh�EERE� META� CANCYPI ES STRUCTURAL ENGINEER OF RECtJRD.
<br /> LOCATEE� ON THE dRAWINGS OF� REQIJIREO FOR CONSTR�CTI�}h�, BUT NOT TNEI�MA� FACTOR ---__________________�_-------- 1.�
<br /> SN(}WN C}(� TNE ORAWiNGS, SNALL HAVE A 6" F�ATSTRIP WATE�STQP, IF
<br /> 1N �ONTACT WITH WATER. IN ADDITION, JOiNT� EP� A�L SLABS CflVERED
<br /> �JITH �tA�('ER, SHAL� HAVE BOTH A 6" FIATSTRIP NIRTERSTOP A�D A WIf�D DE51GN DATA
<br /> SEALANT GRf��VE. �lLT1MATE DESIGN WIND SPEED Vu[t �MPN}; --------------- 11� �
<br /> Df7WELS, PIPE, WATERSTOPS AND OTNER INSTA�LE� MATERIALS AN� Nt�MINA� DESIGN WIND 5PEED Vasd (MPN�, _--- ------- ---- �� `
<br /> AC�ESSORI ES SHA�� BE H ELI� �EC�RE�Y IN POSITION WHI LE R{SK CATE�ORY. -----______ __- -- - - III '�" ♦
<br /> � CON�F��E IS BEI�IG PLACED. ' WIND E�POSURE: --------------________--------- G
<br /> INTERNAL PRESSl�RE COEFFICIENT {P�F): -- {} '
<br /> UNLESS t�TNERWI�E INDICATEQ, ASIDE FROM NC�RMAL AC�E��C�RIES C�MPC}�lE�ITS ANQ CI�DDING (PSF�: ------------------- PER ASCE 7-1�1 FIG 3U.8-9 �,
<br /> USE� TO HOL�7 REINFflRC1�1G SARS FIRMLY I� P�}SITIt�N, THE �1SE CLEAR FLOW
<br /> Ft�LLOWING �HALL BE ADDED: � COE�FICIENTS ,
<br /> A� !�1 SIABS �5 ftISER BARS AT 36 1NCNES OC MAXI�1l�M TO EARTF(QUAKE DESI�N DATA
<br /> SUPPflRT TOr� REI�lFORCING BARS. RISK CATEGORY: ------------------------------- I11
<br /> �} 1N WALLS W1TH 2 CURTAINS �3 t1 OR Z SNAPE SPACERS SHIORTCPER�IOD�M PPE�STP E T� R�SPONS� PARAMETER- �Ss}.-----^— 1.4�
<br /> AT 6 FEET OC EACN WAY. (}NE SEC�ND MAPPED �PECTRAL RcSPONSE PARAMEI�ER �5��) ---- Q.56
<br /> VERTICAL REINFC}RCEME�JT F{}R Cf}NCREfE C�R MASt�NF�Y SHALL SNORT DE51GN SPECTRAL RESPONS� PAF�AM�T{ft (Sds�; ------ t?.96
<br /> � BE S�'�ICED 4VITH DOWEL BARS �� TNE SAME SIZ� AND SPACING ONE SECOND DESIGN SPECTRt1L RESPONSE P,�RAMETER (Sal}: --- 0.4�
<br /> � � FRQM TNE FOUNDATiOf� USING A STANDAR� SPLICE LE��TH ���E CLASS; ------------------------------------ C
<br /> SEI�MIC DE51GN CATE�ORY: -- D ., ,
<br /> � UNLESS INDIGATED QTHERWI�E. BASIC SEISMIG-FORGE-RESISTING SYSTEM. _-------------- TSD
<br /> � SEAIANT SNAI.L �E PLACE� AT TF{E TOP OF ALL JC�INT5 ftECEIVI�IG OESI�N BASE SNEAR: ---------------------------- Tgp
<br /> x
<br /> � EX�'ANS1C�h� JOINT FI��.ER. SEALANT DEP1N SNALL BE THE JOINT FI�� SEISMIC RESPONSE COEFFIC1cNT (Cs}: --.---------------- TS[�
<br /> i , ,
<br /> �. THICK�lESS (}R 1,12", WHICNEVER IS LESS. RESPONSE �AODIFICATI0�1 COEFrICI��!T {R}: -------__------- T8D
<br /> �, ANA�`�SES PROCEDURE: --------------------------- TBD
<br /> <�,
<br /> �
<br /> � NOTE: VALUES A8t}V� l,h�ZK�O '7B0' 'N�I�� B� PftC}VIDrD AS �
<br /> � DEFE�i�EO Sl�BMITTA�{S� FOR �EGN PR�-c�IGINEERE� '
<br /> � BlJl�C}ING.
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �. ,
<br /> .-�;
<br /> � � � �
<br /> � I���ED �QI� ����TR��T�C�i� � �
<br /> �
<br /> SYtv1 REVfSE�N 8Y APPR�YEQ DATE SYM , r2r ASl�tt BY APPRtJVE[l f}�tTE C�RAWN DATE SUBTITLE CURRENT REVISIflN SYMBf}L DATE
<br /> .,� �. p AC�EPTABILITY 5ERGIYENK(� 03,18a16 �~p 1 �p1� !
<br /> ���°�� ����'� THIS DESI�(� ANa/QR c E� � i RU�TVR1-�� ��T�� _� 03.���1�
<br /> � ���, �PECIFICATION IS APPR�VED PE(�KINS Q3.i 8,16 sHE�1'
<br /> � �' � E�'����E� �'��E �KY��OL—GLY��� FA�ILITY
<br /> ��I�������� ap���vE� a� �Ep�. ��T� PERKINS 03.18.16 �y.J�
<br /> ` GHECKED
<br /> PAI..MER 0�3.18.16 �,1� �V C)�f' /��'�'"� ,��� ��. ec��� �a. �
<br /> v�, ����o�s�,� �,� ar���Qv�� �,���. F°_ � •t .� �763C�644 � � �
<br /> �' F9T��` Cs
<br /> � `�`�'�or�a�. '��'�.,$.�� aP�'�°vE� �TR�1�Tl1RAL MASTEF� E�ERETI�, �VA ��� �'o. 45-63-52
<br />
|