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& ANO E} �XISTING �B MAGFICNE BOLT SCWED SCNEDULE; SCNEDULED DRAWING N�MSER DRAW(�!� TITL�
<br /> Q AT � EAST MC MISGELLANEflUS CNANNEL SpQ SPECIAL DUCTILE QUALiTY SECTIOI� PLA� VIEW E�EVATIQN
<br /> °, DEG DEGREE E-W EAST-WE51" M�CN MECHANfCAL S�CT SECTlON
<br /> �, LB NUMB�R, POUND EA EACH h�EMB MEMBRANE SEOR STRU�1'URAL ENGII�EER OF REGORD � 40-092-53 ABBREVIATIONSJ�YMBOLS�DRAWING LiST
<br /> �, DIA DiAMETER EF EACH FACE MEP MECNANICAL/ELECTRICALf PLUMBiNG SHT SNEET 4�-092-S2A G�NERAL �OTES
<br /> � �J E�PANSION JOINT MEZZ I�EZZANINE SG SOLID GROl1TED -��----'�� STEE�. BEAM
<br /> AB ANCF��ft B LT EL E�EVATION MF MOMENT FRAME SFIT� SNEATNENG C��l1MN IN SECTION 40-�92-S�B GENERA� NOTES
<br /> ACI AMERICAN CQNCRE�E INSTiTUTE ELEC E�.ECTRICAL MFB MOMENT FRAME BEAM SIM SIMiLAR �� 4Q-O��-S2C GENERAL. NOTE�
<br /> ADDL. ADDITIONAL ELEV ELEVATO� MFC M�MENT FRAME CO�.UMN S�BB SNORT I.EGS BACK--TO-BACK 40-09�-S2D GENERAL N(�TES AND LC}AD MAPS
<br /> ADJ ADJACENT EMB�D EMSE�DED MFR �ANIJFAGTU�E; MANUFACTURER S�RS SEISMIC LOAD RESISTING SYSTEM �_,�� C4NCREI�E ENCASED STEEL
<br /> AESS ARCHITECTURAL EXPQSED ENGRf EOR E�iGINEER��fENGINEER OF RECQRD �SFRG MANUFACTURING SQG StA6 ON GRADE - -��=�__=� CNANNEL CO�UMN SE�TI{�N 40-092-5�2R F4UNDATI{�N PLAN - �EM�VAL
<br /> 5TRUC1'URAL ST�EL EQ EQIJAL; EARTHQUA!{E MIN MINIM�JM, MI�UTE SP SPIRAL
<br /> AGGR AGG€�EGATE EQUIP EQUIPMENT M{SC MISCE�LANEO�IS SPC SPACE � 40-09�-S15R FO�NDA7IUN PLAN - REMOVA�
<br /> A1SC AMERIGAN INSTIYUTE OF ST�EL ES EACH SIDE ML MAT�H �[NE SPCG SPACING
<br /> u CONSTRUCTION ETC ET CETERA Mfl MASONRY OPENENG SPECS SPECIFICATIONS --� ���-"'� �`�-----=� ----�4 #�►--- MQMENT CONN�CTIO� �-(}-092-512 FUUNDATI�3� PLAN
<br /> ALT ALTERNATE E�l EACFE WAY MS MECHANICAL SPLICE SQ S4UARE ANGLE I(�11
<br /> ALUM A�.U�11Nt1M EXIST EXISTING SS� SNORT SLO�'TED (H��ES} 4C}-{�92-515 F�QUNDATION P�AN
<br /> EXP EXPANS{ON N NORTN STD STANDARD MOM�NT F€iAME CQNNECTION
<br /> ANS! AMERICAN NATIO�IAL. EXT EXTERIOR N-S N(}RTN--SOUTH STIFF STIFFENER �-0-092-f�FS162 �ooF F���i�� ��a�
<br /> STAf�DARDS INSTtTUTE EXTD EXTEND; �XTENDE� NF N�Aft F'ACE STIRR STIRRUP 40-092-F�F�165 ROQF FRAMING P�P,N �
<br /> APA AMERICAN P�,YWOaD ASSC}CIATION NFPA NATIONAI. FOREST PRODl1C�S STL STEEL D�UBL� A�IG�.E S��AR CQNNECTION
<br /> APPD APPROVED FD F��OR DRAIN ASS4CIA`�I�N STR STRAIGHT ; - �""-���"�
<br /> APPRQX APPROXIMATE FDN Ft}UNDRTION NIG NOT IN CONTRACT STRUC STRUCTURAL, � � �0-0�2-S282 TYPICAL CC}fi��E�ETE SECTIQNS AND DETAILS M
<br /> AR ANCNOR ROD FF FAR FACE NS C�EAR SIDE SUPT SIJPPORT 40-092-5283 CONCRETE SECTIONS AND DETAILS
<br /> ARCH ARCNII��CTURA�; ARCHITECT �G FRICTIO�J GRIP BO�T NTS NOT TO SCALE SW SHEAR WA��. LLBB Sk�BB SP�I�E
<br /> ASSY ASSEMB�Y FIN FI�lISH NWC NORMAL WEIGHT CONCRETE SYM SYMMETRlCA�. SQUAR� �R
<br /> ASTh� AM�RICAN SOGIEfY F�R FL FLOOR� FLOc�R �.INE -� ����=�i:�'- RECTANGEJLAR 4�-092-S5Q1 STEEI. SECTI�NS AND DETAILS
<br /> TESTENG AND MATERlALS FLG FI.ANGE oC o�! CENTER T&B TCIP AND BOTf�M DIAGONA� BRACING ABaVE
<br /> AWS AMERICAN WELDING SQCIETY FOS FACE �F STUO C�D t}UTSIDE DIAMETER T&G TONGUE AND GROOVE HO�.�OW SECTCON '�0-092-S5{}2 STEEI. SECTIONS AND DETAILS
<br /> FP FIREPROOF; FULL PENETRA�ION OPNG OPENING TEMP TEMPERATIJRE, TEMPORARY �DASNED LiNE}
<br /> � BD� BOARD � FRMG FRAMING OPP OPPC?S€TE (HAND) THICK THICKNESS
<br /> BF BRA�ED �RAME �S FULL SIZE; FAR SIDE OPT OPTION; (�PTiONAL TC}C T�P �F CONCRETE; CIRC�I�AR NO�LOIN J�- NANGER
<br /> BLOG BUILDING Fl� �OaT; FEET OV� C}�tERSIZED �NQLES} TOP (7F GURB ---�����i�- SECTION, PIPE
<br /> BLK BLQCK; BLOCKiNG �T� FOC}TING flWJ OPEN WEB JOIST TQF TOP UF FO�TING �� HANGER BEL.OW F�.�7C7R
<br /> �A GAGE,GAUGE P PIPE TOS TOP OF STEEL
<br /> �MU BR K MASONRY �1NIT GALV GAL�VANIZED P� PRECAST �QW TOP �F WALL
<br /> �o� eor�ro� a� ���E�; eosa� �����} �� G�,�o� ��a� �c� �ou�vas PE� cu��� �ooT ���� n�������� �T E E� � E� B E R� � �T E E� ��Y M B��.S 2
<br /> �ft4�� GR�}UNO PCP PRECAST CONCRETE PANEL _. �_
<br /> BRB BUCK�ING RESTRAINED BRACE PEN PENETRAT{ON U8 UNIVERSA� BEAM $CA�E. �1TS �� SCA�.E. �fTS S�
<br /> BRCG BRACING H HORiZONTAL PERP PERPENQICU�tR �1C UNIVERSAI. COLUMN .,,�,, .,�.�
<br /> BRG BEARING HEF HORIZ�NTAL EACH FAGE P� PLAT� �#L IJND�RWRlTERS� LASORA70RY
<br /> BRKT BRACKET HGR HANGER P�C PLACE UNO �N�ESS NOTED UTHERWlSE SECTIC�� PLAN VIEW
<br /> BSMT BASEMENT NIF HOI�IZONTAI, INSIDE FACE PL�' P�UNDS PER �.I�E'AL FOOT UT ULTRASQ�lIC T�ST
<br /> BTWN BETWEEN HU� H�RIZONTAL �k�TSIDE FACE PP. PJP PARTIAL J01�lT PENEfRATEf}N
<br /> BU BUI�T-UP HQRIZ N(�RIZONTAL. PREFAB PREFABRICATED 4 ^�. ���
<br /> HP NP SNAPES; HlGM POINT PS PRESTRESSED V, VERT VERTICA�. � � CpLUMI�
<br /> c CAMBER HS HIGN STRENGTH PSF PflUNDS PER SQtJARE FOOT VE�' VERTICAL EA�H FACE a STI�D � I
<br /> C STA�lDAftD CHANNE� HSS HOLLOW STRUCTIJRA� SECTION PSI P(?UNDS PER S(�IJARE INCH VG VERTICA� GRA1N � I �QQ�I�� WF2
<br /> CANT CANTI�.�V�R HT NEIGHT PT POST--TENSI�JN VIF VERTICAL INSIDE �'A�E l � ._ � _ I � � �
<br /> CC CENTER TQ CENTER PVC POI�YVlNYL CHLORIDE VOF VERTICAL i7UTSIDE FACE F12 WA�.L F�OT3NG
<br /> CG C�NTER QF GRAVlTY 1CB0 1NTERNATIO�AL CONFERENCE - _. _.
<br /> CIP CAST-IN-PLAGE BUILDING OFFlCIAL� R RADIU5 W WIDE FIANGE, W�DE, WEST + C�}E�CRET�
<br /> C� CONSTRUCTI�N JOINT ID IN�IDE DIAMEfER RB RISER BAR Wf WITN ANCNOR RQD
<br /> C� CENTERLIlVE !J ISOLATION J�INT RCMD RECQMM�ND W f� WlTHOUT ��32
<br /> C#..R CLEARANCE; CLEAR IN lNCH REF REFERENCE WD WOC�D GRADE BEAM
<br /> C4L COLUMN E MASONRY UNIi' I�l C C� I N C I�l 1 D E REINF REINFORCE; REI�JFORCiNG; W� W i D E F L A N G E �-----`�
<br /> CQMP COMPRESSION INFO Ih1FORMATI0h1 REINF�QRCEI�ENT W N W E E P H O L E D R I L L E D I N
<br /> I�iSUL INSUTATlON REQ� REQUIRED ��
<br /> CC}NC CONCRETE 1NT INTERIQR REQT REQUIREMENT W� WOR�C �INE �- + �ONCRETE
<br /> CONFIG CONFIGURATIC�N WP Wf}RK POINT ANCNO�i
<br /> CONN Ct}NNECTIO�l; CONNECT JST JQIST S1 S SU�FACED ONE SIDE WPJ WEAKENED PIANE JQINT
<br /> C�NST CONSTRUCTION J`f JOINT S2S S�1R�'AGED TWO SIDES WT WEIGMT; Si'R�CTURAL TEE
<br /> ���� ��������; �oN������� ��� ��RF���� ���� ����� ��T F��� � SHA�� C� � � E�TC� �� � ,�� T�P �Q � � R ET E �� H E� �J �E �A R �C� ��
<br /> CONTR CO�JTRACTQR K KIP �1,Q0{} POlJNDS� S AMERI�AN STANDARD SHAPE; SOUTN WWF W��.�ED WiRE FABRI�
<br /> CORR� CORRUGA�'ED COCIRDINATfC7N �S! KIP� P�R�SQUARE 1NCH SC S�.P�CRITICA� SIJPP(�RT BAR WWR WECDED W1RE REiNFORCEMENT SCALE: NT� �� SCALE: NT� S1
<br /> CP, CJP COMPLEI�E JOINT PENETRAT3C3N WELD SCC STRUCTURA� �ONSlJL7ANT TO Yp YARD �`---' �
<br /> CTR CENTER L ANGLE THE CC}NTR,4CTOR SECTIO�I
<br /> c�s� CouN��RS�NK; co��v�rERsuN� �AB ua�oRATo��r REINFORCENG STEE� TYP, 1J�0
<br /> cu cusic ��, � PQu�v� NflTE 1 NQTE �
<br /> �� ����� �oc�T A SEGTIQfi� ��
<br /> �BL DOUB�.E METER5 �� �.IVEALOAD � S28�}
<br /> LINEAR Lt}�ATION LOCATIQN STEE�. FLOOR DECK DEPRESSED SLAB
<br /> DC C}EMAND CftITICAL WELD LLBB LONG �E�S E3ACK-TO--BACK QF FU�L`( l.dh_,MIN OF F��.LY Ldh,MIN - LQNGITUI�INA� i
<br /> DE�, ° �E�REE �.�H �QNG �E�S NORIZONTA� [�EVEL4PED SEE DEVELOPED SEE WELDED WI�E FABRIG J�
<br /> DEMO DEMOI.ISN, DEMOL4TION �FRS LRTERAL F'ORCE RESISTlNG SYSTEM BAR TABLE A E BAR TA�L� A REINFORC��1G SNEET WF-IERE RAISED SLAB �NOWN QN �
<br /> D�PT DEPART�iENT �LV �.QNG LEGS VERTICA�. �
<br /> DET DETAIL LOC LOCATION, LOCATE � Q ��� � � (NDICATED.
<br /> DETAI� NUMBER GRID LINES
<br /> �►A, � o���ETE� �o�ci�r �oNGITu�I�A� STEEL F�.00R DECK ���� ��-IAN�E 41= S�.AB
<br /> DIAG DIAGONAL LP L4W P{}INT "� `'� TRANSUERSE ELEVA`ff{�� �,
<br /> C�IAPN D4APNRAG�v1 �SL �ONG SLOTTED �AHOLES) "� o"� c�•a
<br /> D1CA D�IL�.ED-EN CQNCRETE ANCHaR �SW �C�HT GAGE SN �WALL � --�- DETAI�
<br /> DIM DI#�ENSION LTWT LIGHTWEIGF{T 4d 4R � STEEL R04F DECK ���`� TOP OF 5280
<br /> DISC DISCQNTINIJE[}; DISCaNTINUOUS LVL LEVEI. SLflPING S�AB
<br /> DN D WD LOAD LWC LIGNT WEIGNT CONCRE'T'E 21,>, MIN
<br /> LIMIT �F DECK �R SHOWN QN t� NORTH ARROW
<br /> D O D I T T O M A S M A S O N R Y �''���r i n r B U T T(�M O F �`�
<br /> DWG DRAWiNG MA T� M A T E R iAL S P A i� M A R K S�.C�P I�G S L A B
<br /> aw� �ow�� �Ax MAx��u� � 8� QE�REE HOOK �0 DE�REE NOOK
<br /> ����� CHANGE OF �LAB
<br /> AB B R E1/IATI Q � � � EN� �oo� -r�i����ss �� ��,_�,� �-o� oF ��oo� --- MATCN�I��
<br /> SCA�E: NTS ���' ALL GRADES DIRECTIQN OF SPAN E�EVATI0�1
<br /> TOTAL NIJM�ER �`�"' D FINISFIED BEND DIAMETE�
<br /> STEEL SHAPE C?F �TI�OS WHEN 90° �}��--K� CQNCRETE WA�� � FLOOR OR � �,�, FARTi�
<br /> BAR 18Q HOOI�S WALI� OPENING `` �```��;``'����'
<br /> MORE THAN TNE SIZE
<br /> � �oa�s
<br /> ;��b�'a,�`��`''�"���
<br /> SERVICE LOAD MINIMUM IND�CATES MOMENT Q � � CONCRETE COLUMN .��'�,������� GRAVE� _ _ _ - - -- - - EXISTING ELEMENTS
<br /> �ND REACTI0�1 BEAM CC���3ECTIO�J #3 �°' �„ 3" �„
<br /> 1F��HOWN ON�{��lE�� CAMBER �`� �>, �„ `�„ �„ � I f �r
<br /> END ONLY CANTf�.EVE� BEAM �ECTION �� ��4„ �,: �„ �0" �� I �! � � E�� ���� ���� �fr�� �� I �� ����� �� � � � I �� ���� �����
<br /> � � �SAME AS BACK�F�AN, UNL�SS SCAL�� �(TS
<br /> 112k W 6x135 64 c=1-1 8" 88k �k �OTED OTHERWISE �6 4�" 8„ 6„ i2„ �1 SCA�E; NTS S1
<br /> .�.�...- �.�..--
<br /> H C2 SC �-14"] 5/5501�,�_ �� �r° ��!� �>, �`�}y NOTES; f'c = 3,000 PSI f'c = 4,�00 PSf ALL CC}NCRETE STREI��TF�S
<br /> R E Q U I R E D T Y P � S P E C I A L C O N N E C T I O N �8 �„ 1 �» 8': 1 6"
<br /> B A R �T �-s� �-ser B A R �� �-Y �s� �-ss�r B A R �e �c �-�s
<br /> C�NNECTIC��k DETAIL 1F NC�TED 1. N�TATIQNS: SIZE �° SIZE SIZE
<br /> �� �o��� TAB�E A �� : �voM��va� ��� aiA����� ��vc��s
<br /> � � 3 17 23 23 30 � 15 20 20 26 3 8 � 2 12
<br /> IN�ICATES MINIMUM TENSlON EMBEDMENT LEN�7�NS, �Q : TENSIO�! DEVE�QPMENT LENGTN (1NCHES F(JR REINFORCEM�NT SATISFYiNG TNE 4 22 29 29 38 4 19 25 25 33 4 1 fl �� 12
<br /> S�.1P CRIfiICA� {�dh� FOR STA�DARD END Fi�OKS QN GRADE 6Q BARS F01�1�OWIN� REQI�IREME�#TS: } 5 28 37 37 49 � 2� 32 32 42 5 12 19 14
<br /> CO�INECTIt�N DIMENSION FR(}M RE�"�RENCE T�P 0�
<br /> STEEI.. DIMEC�SI{�N5 AT B(�TH ENDS BAR NORMAL W�iGHT CONCREI�E , f'c �psi} 6 33 �-3 43 �6 6 29 38 38 50 6 15 2� 17
<br /> BEAM W�B PENET�ATION SLABS AND WAl�LS: CLEAR 5PACING � 2db, AND C��CRETE C�EA� COVE� � db 7 48 63 63 82 � 42 55 5� 72 7 17 26 20
<br /> IND{�ATE ��.OPING MEMBER SI�� ��QQQ �.,000 5,�00 BEAMS AND COLE�MNS: C�EAR SPACING > db, AND C�NCRETE CLEAR CaVE� � db 8 5� 72 72 94 8 48 63 6� 82 8 �9 �fl 23
<br /> N4TE5: „ ,> >, 9 �2 81 81 106 9 �4 �1 71 93 9 22 34 ��
<br /> 3 6 6 6 1-T : DEVEL�PMEi�i I�ENGTH �}F T�P BARS IN TENS10� = 1 .3 x �� (INCHES} 1� 74 91 �1 11� 1 Q 61 8fl 80 104 10 24 38 29
<br /> 1 . NO REACTIQN AT EITNER END INDICA�ES MINIMUM CONNECTlQN FOR BEAM aEPT�I. � �> 7i, 7}, L : QEVEI.t�PMEN�f �E�GTH OF BaRS dR DQWE�S IN ��JMPRESSION - �� x db INCNES 11 78 102 102 �33 � fi 67 88 88 115 11 27 42 32
<br /> SEE "�EN�RAL NC7TES" FC7� ST�EI. CONNECT��NS, 5 1 Q�� �, �3, � --� � � 1�- �3 121 - - 14 �1 106 - -- 14 33 - -
<br /> 6 12 10 9 L : TIED G�LUMI� LAP SPLICE IN CQMPRESSI�N � �� x db INCNES 9 8 �24 162 - - 18 108 141 - - 18 43 - -
<br /> 2. SPACE STUDS PER "TYPICA� SNEAR STUD P�.ACEMENT" D�TAIL. 7 �4+ 12i; 11 }} � � )
<br /> 8 16 1�4 �2 L�S : SPIRA�. C{�L.UMN �.AP SPL.ICE I�I C�MPRESSION = 22,5 x db (1NCNE�} 5. �1� AND #18 BARS SHA��. N�}T BE LAP SP�ICED, SE� �ENERAL NQTES.
<br /> 3. „M„ 1�1 P�ACE OF STEEL SHAPE INDiCATES W1 C}x12 WITH MINIMUM CQ�I�ECTION. 9 18" 15" 14"
<br /> Ls� : TENSfON LAP SPLICE L�C�GTH Ft�R O�NER THAN T{�P BARS = 1 .3 x L� {INCHES} 6. MULTIP�Y VAI.UES IN THE TABLE BY 1.3 FOR USE W�TH LIGHT+NEIGNT AGGREGATE CONGR��E.
<br /> 4. WNERE NOt}BEAM SIZE IS �ALLEa :{�IJT ADJACENT Tt� FLOQR C}R RC}C7F OPENIE��, N4TES: I�s�� : TEI��ItJN LAP SPLICE L�NGTN �F TUP BARS - 1 .69 x �-� (INCNES}
<br /> REFER TO T`lPlCAL STEEL DETAI�S FC�R S�ZES AND CtJNNECTI�NS. �
<br /> 1. ABOVE VAL�ES VA�ID FOR ALL CASES 1F: SiDE CQVER == 2 1�2" & END CQVER =} 2�• 2. MULT(PLY VAI�UES IN T�IE TABLE BY 1 .5 IF� CI�EA� SPA�ING �R CC�N���TE COVER D4 NOT MEET �HE
<br /> 5. "ESB" IN P�ACE 0� STEEL S#�APE INDlCAT�5 HSS6x4x3J8 ELEVATOR SPREADE� BEfiM. 2. BAR �IMENSIONS „A" AND „E" ARE LENGTNS BE�`(�ND THE STRAfGHT ��NGTH 4F REQIJIREMENTS FOR Lp IN NOTE 1.
<br /> �. {� INDICATES BEAM PENETRATIC}N PER "TYPICAL BEAM PE�ETRATIQN" DETAI�. THE BAR REQUIRED T4 MANl1FACTURE 90 AND 18Q DEGREE NOOKS, RESPECTII�ELY. 3. T�P BARS; HC}RiZC?NTA� B�AM REINFORCING W{TH MORE THAI� �2 iNCNES OF CONCRETE CAST BEL�W.
<br /> 3. FOR E��XY COATED HOQKS, INCREASE TNE ABOVE EMBEDME�� L.E�GTI�S BY 20�. 4. THE D�VELOPMENT AND SPLICE LENGTHS ARE BA�E[� C}�I REINFORC�MENT STRENGTH F = 60 KSI. �
<br /> y hJ1A.�rl'�IL�S SC�N Structural+Civit Engineers
<br /> `�P �TD �-IQ� �S A� � E�IBEDNIE�T REI � F�� RCI � � BA� aE1�E�0P � E�T A� � SPI�I � � �.E� �TN TAB �E� � o (� ,�°' ��hA°���s,�°;te��o°
<br /> TYP I �A� � EAM �AI�.�.C� �� � EY �'� T � ���E���� ,��.... s��E�W�S�;��an 48,0�.�6��
<br /> SCALE: NTS �� SCA�.E: NTS �� SCA�E. NTS �� Asso��t��`Es ■ r.��b292�zoo F:zos�g�i2oi ,�
<br /> � � �
<br /> ORAWN DATE SUBTIFt�E CURRENT REVISION SYMBO� DATE �
<br /> SYM REVISION BY APPROVED OATE SYM REVISIQN BY APPROVED [}ATE �,I� T, ACGEPTAF.�I�,ITY M. Kl1BICKA 08.10.15 W�S���I �� � O�J,Z�.�I �} N
<br /> �-�� w�sy,� THIS LIESIGN AND/QR ��E�� ABBREVIATIONSI SY�BO�S/ DRA�ING LIST "'
<br /> 40-092 BUiLDI�lG EXPANSION W2829162 MKA P.T. RYAN 08.�3.15 `�'.�w '�'c'� SPECI�'ICATIt7N (S APPRC}VED P.T. RYAN 08,10.15 st�EEt "'
<br /> A 40-�92 BUILDING EXPANSION W2829�62 MKA P.T. RYAN 11.19,15 � � �` ��'� r�P��t�vE� e� a���'. �A�'� G. FRANCO 08.10,15 T3�L� 40-092 ��1L.DING �XPANSI�N �
<br /> ��/�I��I�II�� CH CKED '�� � `
<br /> B 40-092 BUiLDING EXPANSION W2829162 MKA P.T. £�YAN 01.21.16 1'.T. RYAN 08,10.15 f� �
<br /> � � z3as� 1 '�`�r APPROVED ���L����� 'T����� JOB N0. GOMP h10.
<br /> � 40-092 6t31�DING EXPANS�(}C� W2829162 MKA P.T. RYAN tJ5.24,16 �� ��'�Ras,er`' ��' W2829� �2 �
<br /> �'�'�'t��,A��,��'� a����vEa STRl1CTURAL MASTER EVER�TT, WA owc Np. 40-092-51
<br />
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