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� a nNo iNc� iNc�uoe SECTION PLAN FRONT BACK H cowMNiNSECTioN
<br /> nT iNFo iNFORMnnoN VIEW ELEVATION ELEVATION
<br /> M � � CONCRETEENCASED
<br /> STEEL COLUMN SECTION d es i g n
<br /> p , �EG DEGREE INSUL INSULATION
<br /> e, DIH DIAMETER INT INTERIOR WI�E
<br /> o TOTAL NUMBER OF BEAM CAMBER CO W MN STARTS HERE
<br /> a NUMBER, POUND STUDS WHEN MORE
<br /> o� JST JOIST THANTHEMINIMUM ---- �i� FLANGE 5 �H � - s ''�
<br /> p AB ANCHORBOLT JT JOINT , INDICATES �
<br /> ACI AMERICANCONCRETEINSTITUTE /�
<br /> � A�DL ADDITIONAL K KIP�1.00OPOUNDS) STEELSHAPE -- � � CONNECTION I �
<br /> ADJ A�JACENT KO KNOCK-OUT � �� �� H � ''�"��� COLUMN ENDS HERE HBZry Intemational InC.
<br /> AESS NRCHITECTURALEXPOSED KSI KIPSPERSQUAREINCH ULTIMATELOAD , � II - � - - � CHANNEL 36EastJacksonStreet,
<br /> STRUCTURALSTEEL END REACTION �. - CANTILEVER BEAM [ ��-
<br /> I �'� SECTION SAME AS -------- Orlando, Florida 32801
<br /> AGGR AGGREGATE L ANGLE (SAME ON EACH � �. ��1 H �� MOMENT CONNECTION 407.992.6300
<br /> AISC AMEBiCnN iNSTITUTE OF STEEL LAB UBORATORv END IF SHOWN \ �� BACKSPAN UNLESS �
<br /> CONSTRUCTION LB, x POUNo ONONEENDONLY) � `��, � �, NOTEDOTHERWISE �_ ._ . _ _ �1 :�� - �� qNGLE
<br /> ALT ALTEkNATE LF IINEAL F007 � � ��� ��� �� i , � �I �� �H� MOMENT FRAME CONNECTION AA 0002293
<br /> ALUM ALUMINUM LIN LINEAL; LINEAR 168k W36x135 84 c=1118" 132k � EB 0005176
<br /> ANSI AMERICAN NATIONAL STANDARDS LL LIVE LOAD H O H�
<br /> INSTITUTE LLBB LONG LEGS BACK-TO-BACK C2 SC '�, I 14 I J 51� Ip. � � �
<br /> �H� SHEARCONNECTION
<br /> APA AMERICANPlYW00�A5SOCIATION LLH LONGLEGHORIZONTAL RE�UIRED � � I '�, � \ I � II
<br /> APP� APPROVED LLV LONGLEGVERTICNL TYPICAL �, /1 ' SPECIAL I� _-_----= oo�a�E 7 SNOHOMISH
<br /> APPROX APPROXIMATE LOC LOCATION�, LOCATE CONNECTION ' �� \ DE�TAIEIF NOTED � �� ANGLE 1 SPLICE
<br /> ARCH ARGM ECTOUHALIHRCHITECT LPNGIT LOWPOINTNAL IFNOTED � , SLBB , LLBB T COUNTY
<br /> ASSv ASSEMBLY LSH LONG SIDE HORIZONTAL INDICATES i � I � � � BEAM HAUNCH � S�UARE OR �
<br /> '__________'___
<br /> ASTM AMERICqNSOqETYFORTESTINGAND LSL LONGSLOT7Eo�HOLES) SLIPCRITICAL � i �' i RECTANGULAR H H DIAGONALBRACINGABOVE
<br /> MATERIALS LSW LIGHTGAGESHEARWALL CONNECTION � �- .,�� � � �ASHE� LME) COURTHOUSE
<br /> AWS AMERIGANWELDINGBOCIETY LTWT LIGHTWEIGHT ' I ' � — SECONDARYMEMBER i i HOLLOW (
<br /> LVL LEVEL BEAM WEB PENETRATION � - FOR FIREPROOFWG; SECTION
<br /> BAL BALANCE LWC LIGHTWEIGHTCONCRETE SEENOTE4 1 I CIRCULAR � HANGER
<br /> Bo BOAkD DIMENSIONFROMREFERENCETOP I /^y �� � i RENOVATION
<br /> BF BRACEDFRAME MAS MASONRY ' �� �Y-� -� 7� - -�- I i HOLLOW i HANGERBEIOWFL00R
<br /> OFSTEEL DIMENSIONSATBOTH \W ----- SECTION, __��__
<br /> e�oc euaoiNc MnT� MaTERin� ENDS INDICATE SLOPING MEMBER J� PiPE
<br /> BLK BLOCK', BLOCKING MAX MAXIMUM
<br /> BM BE"M MB """�"'"EB°`T STEEL MEMBERS 4 STEEL SYMBOLS
<br /> BMU BRICNMASONRVUNIT MC MISCELLANEOUSCHANNEL
<br /> BOS BOTTOMOFSTEEL�, BOSOM(WEL�) MECH MECHANICAL � J
<br /> BOT BOTTOM MEMB MEMBRANE Ldh MIN, -- NOTE 1-� {1fOJZCi f1UfflbZf
<br /> BR A IN I U L RI ALI
<br /> . LdhMIN, - -- NOTE1
<br /> BRG BEARING PLUM8ING �-------� SEE 'TABLEA� �
<br /> SEE 'TABLE A Project Number
<br /> BRKT BRACKET MEZZ MEZZANINE � � — S1 CONSTJT
<br /> BTWN BETWEEN MFB 1AOMENTFRAMEBEAM NOTES'. T��N V�EW PLAN VIEW � � ' � � � � CONSTJT �,. "'�, consuNants/construction managers
<br /> BSMT BASEMENT MF fAOMENTFRAME ELEVA � COLUMNFOOTING ONE-WAVSLAB ORFACE ORFACE �
<br /> BU BWLT-UP MFC MOMENTFRAMECOLUMN i i OFSUPT � OFSUPT T--
<br /> MFR MANUFACTURE; MANl1FRCTURER � �- - - _J �,. D-� D�
<br /> c CAMBER MFRG MANUFACTURING . . STUD " -__'
<br /> C STANDARD CHANNEL MIN MMIMUM; MINUTE 1. NO REACTION AT EITHER EN� INDICATES MINIMUM CONNECTION FOR BEAM i. - F12 WF2 I ,, ��
<br /> CANi CnNnLEVEa MiSC MiSCELLANEOUS DEPTH. SEE "GENERAL NOTES FOR STEEL CONNECTIONS". � � I a ' �li N
<br /> COLUMN �', WALLFOOTING ' �I'jd` �.f li
<br /> CC CENTER TO CEMER ML MATCH LME � i' _ > � a ( �I
<br /> CG CENTER OF GRAVITY MO MASONRY OPENING 2. SPACE STUDS PER "TYPICAL SHEAR STUD PLACEMENT" �ETAIL. �q ��----- /� N � �
<br /> CIP CAST�IN-PLACE MS MECHANICALSPLICE ', �, ^ B3 l z4dZ� MN __-- � \ W
<br /> CJ CONSTRUCTIONJOINT 3. "M' IN PLACE OP STEEL SHAPE IN�ICATES Wi�z12 WITH MINIMUM � � n � E, NOTE 2 �
<br /> CJP COMPLETEJOINTPENETRATIONWELD N NORTH WNNECTION. �� I Q CONCRETE - �
<br /> CL CENTERUNE N-S NORTH-SOUTH I ANCHORROD '> Z BEAM X N WALLPENETRATION a
<br /> C�R C�EARANCeCLEAR NF NEARFACE q. BEAMSAREPRIMARYMEMBERSFORFIREPROOFINGUNLESSNOTEDAS � --------- foNSHenRwn�� e�evnnoNs� 180 DEGREE HOOK 90 DEGREE HOOK
<br /> CMU CONCRETE MASONRY UNIT NIC NOT IN CONTRACT
<br /> C0� COLUMN NS uEna SioE SECONDARY. SEE 'GENERAL NOTES" FOR CRITERIA.
<br /> COMP COMPRESSION NTS NOTTOSCALE END HOOK
<br /> CONC CONCRETE NWC NORMALWEIGHTCONCRETE 5. WHERENOBEAMSIZEISCALLEDOUTADJACENTTOFLOORORROOF � ` Ti SHEARWALLREINFORCINGBAR - - pLLGRADES
<br /> CONFIG CONFlGURATION OPENING, REFERTOTYPICALSTEELDETAILSFORS2ESAN� CONNECTIONS. DRILLEDIN
<br /> CONN CONNECTION; CONNECi OC ONCENiER � I n CONCRETE (D) FINISHEDBENDDIAMETER
<br /> CONST CONSTRUCTION Oo OUTSIOE DIAMETER 6. AO INDICATES BEAM WE8 PENETRATION PER "TYPICAL BEAM WEB �rt ANCHOR BAR p 780° HOOKS 90' HOOKS
<br /> CONT CONTINUE�, CONTINUOUS oPNG oPENING PENETRATIONDETAILS". SIZE E � p
<br /> CONTR CONTRACTOR OPP OPPOSITE(HAND) SHEARWALLCOUPLINGBEAM
<br /> COORD COORDINATE', COORDINATION OPT OPTION;OPTIONAL AO �R tzA #3 2114" � 5" 3" 6"
<br /> CORR CORRUGATED OVS OVERSIZED HOLES �� O INDICATES BEAM HAUNCH PER "TYPICAL HAUNCHED BEAM DETAILS". (ON SHEAR WALL ELEVATIONS) i
<br /> ( I p4 3" 8" 4" 8"
<br /> CP, CJP COMPLETEJOINTPENETRATIONWELD OWJ OPENWEBJOIST V BOLT #5 3314" 7" 5" 10" �
<br /> CTR CENTER
<br /> CTSK COUNTERSINK; COUNTERSUNK P PIPE A6 4 ��2� 8� 6" �Z"
<br /> CU CUBIC PC PRECAST �� 51�4• �Q� ��� t4��
<br /> PCF POUNDS PER CUBIC F00T �8 6� � �, 8" �6° �
<br /> d PENNY (NPIL) PCP PRECAST WNCRETE PANEL U9 9112' 15' 11 314' 19" � T
<br /> db NOMINALBARDIAMETER(INCHES) PEN PENETRATION M10 10314" 17' 13114' 22" MAGIVUSSON
<br /> DBA DEFORMEDBARANCHOR PERP PERPENOICULAR k11 12' 19" 14314' 24"
<br /> oB� oo�B�E PH PENTHo�SE ^ BEAM CALLOUT KEY ,� CONNECTORS CONCRETE SCHEDULE MARKS KLEMENCIC
<br /> DC DEMAND CRITICA�WELO PJP, PP PARTIAL JOINT PENETRATION WELD I ; ` V Q
<br /> DEG. ° OEGREE PL PLATE v ASSOCIATES
<br /> DEMo oEMouSM; DEMOLITION PlC PU+CE � STEEL FLOOR DECK TABLE A
<br /> DEPT DEPARTMENT PlF POUN�S PER LINEAI FOOT .}---�--�--�---t-�
<br /> DET oETAIL PLVWo PLYWOOD r_________� LONGITUDINAL MINIMUM TENSION EMBEDMENT LENGTHS,
<br /> oln, a DIAMETER PP, PJP PARTIALJOINTPENETRATION SECTION (Ldh� FORSTANDARDENDH00K50NGRADE608ARS
<br /> DIAG DIAGONAL wEID ��� WELDED WIRE REINFORCEMENi - seal/signa[ure
<br /> DIAPM DIAPHRAGM PREFAB PREFABRICATED � gqg _ NORMALWEIGHTCONCRETE, fc �P51) �qESTOti
<br /> DICA oRILLED-INCONCRETEnNCHOR PS PRESTRESSEO � STEELFLOORDECK seCT SECTIONNUMBER ( � SIZE 3,000 4,000 5,000 6,000 �� . c� "^���rS��F
<br /> DIM DIMENSION PSF POUNDSPERSQUAREf00T �- . �, ' 4�� � ��%. 4'
<br /> �ISC DISCONTINUED: oISCONTINU0U5 PSI POUNo5PER54UAREINCH TRANSVERSE �:S�J� SHEETNUMBER #3 � 6" 6" . 6" �. 6" a ' y '/'
<br /> �L �ERDLOA� PT POST-TENSIONED � e� �� ��� �,� �
<br /> �N DOWN PVC POLYVINYLCHLORIDE DETAIL � -� #5 10" 9" 8" 7" ..� z
<br /> DO DITTO #6 �� 12" 10" 9" 8" P� �'r�� � ' �.�
<br /> DwG DRnwING k RAolUS �z STEEL ROOF DECK - - TOP OF SLAB - - � #7 ' ib" 12' 11" 10" FFss�ohp� E�`
<br /> oWL oOWEL RB RISERBAR ' /41 DETAILNUMBER tt8 16" 14" 12" 11"
<br /> RC REINFORCEDCONCRETE ����53m � '� GRIDLINES
<br /> �EI ExISTING RCMo RECOMMEND � VERTICAL OFFSET, `i SHEET NUMBER NB 18" 15' 14" 13"
<br /> E EAST REF REFERENCE T / LIMITOFSPANOR �� issuedfor date
<br /> IF NOT SHOWN, REFER 1110 20" 17' 15" 14"
<br /> E'N EAST-WEST REINF REINFORCE; REINFORCING SPANMARK � TOPLAN ��� Zz� �9� ��" �6"
<br /> Ir .t,, , q.� ELEVATION s-zoin 90% CONSTRUCTION
<br /> EA EACH REINFORCEMENT -�- "���� - -- - — MATCHLINE 04/13/2018
<br /> EF EACHFACE REaD REOUIRED 3 _ 5401B DOCUMENTS
<br /> EJ EXPANSION JOINT REOT REOUIREMEN7 ' � - DIRECTION OF SPAN ELEVATION NUMBER
<br /> EL ELEVATION � NOTE ,^ ------- -- ARCHITECTURAL N�� item
<br /> ELEC ELECTRiCAL 515 SURFACEDONESIDE � 53oi ', SHEETNUMBER PROFILE date
<br /> ELEv ELEVATOR S2S SURFnCEDTWOSI�ES THISISAGENERIC `J 1. ABOVEVALUESVALIDFORALLCASEIF:
<br /> EMBEO EMBEDDED S45 SURFACEDFOURSIDES - - - - - - - - - - - FUTURE SIDECOVER >_ 2112'
<br /> CONCRETE WALL SYMBOL ACTUAL
<br /> ENGR EN6INEER 5 AMERICANSTAN�AR� SHAPE, SOUTH CONSTRUCTION ENDCOVER >_ 2"
<br /> EQ EQUAC, EARTH�VAKE SB SPACERBAR;SUPPORTBAR � SYMBOLUSED WILL EL
<br /> E�UIP EOUIPMENT SC SLIPCRI7ICAL VARYDEPENDWG -�-- � - � �- TOPOFFLOOR � EXISTING
<br /> es EnCr+ SiDE SCC STeUCTURALCONSULTANTTo UPON SLAB ELEVATION ELEMENTS 2. BAR DIMENSION RE�UIRED TO MANUFACTURE HOOK.
<br /> CONCRETECOLUMN
<br /> E7C ETCETERA THECONTkACTOR � CONFIGURATION.
<br /> Ew EACH WAv SCHEo SCHEDULE, SCHEDULEo I � I - :-�. ,-i_; 3. FOR EPDXY COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20%.
<br /> EXIST ExISTING SD� SPECIALDUCTILEOUALITY i- '_�I -- EARTH I��i`.,�'T + GRAVEL
<br /> EXP ExPnNSiON SECT SECTION � - � I- -��- - 4. THE Ldh EMBEDMENT LENGTHS ARE BASED ON REINFORCEMENT STRENGTH FY = 60 KSI.
<br /> FLOOR OR WALL
<br /> EXT EXTERiOR SEOR STRUCTURAL ENGMEEk OF RECORo y OPENING WHERE HIGHER STRENGTH REINFORCING STEEL IS USED MULTIPLY THE VAWES M THE
<br /> ExTD EXTEND�, EXTENOEo SHT SHEET TABLE BV THE RATIO OF THE HIGHER STRENGTH OVER GR60 (E.G., FOR GR75, INCREASE �
<br /> SHiG SHEAiHING LENGTHS BY 1,25.)
<br /> F °E�REESFA"RE""E�T S�M S�M��R CONCRETE SYMBOLS MISCELLANEOUS SYMBOLS STANDARD HOOKS AND EMBEDMENT
<br /> FD FLOORDRAIN SLBB SHORTLEGSBACK-TO- BACK � �� ��
<br /> F�N FOUNDATION SOG SLAB ON GRADE � J I Y I J
<br /> FF FARFACE SP SPIRAL
<br /> FG FRICTIONGRIPBOLT SPC SPACE NOTES',
<br /> FlN FINISH SPCG SPACING t. NOTATIONS: fc = 3,000PS1 fc = 4,O�OP51
<br /> FL FLOOR; FLOORUNE SPEC SPECIFICATION db: NOMINALBARDIAMETER INCHES BAR BAR
<br /> FLG FLANGE 50 S�UARE ( � SRE Ld Lt Lsb Lsbt SIZE Ld Lt i Lsb Lsbt
<br /> Fos FACEOFSTUo SSL SHORTSLOTTE��HOLES) Ld: TENSIONDEVELOPMENTLENGTHQNCHES) FORREINFORCEMENTSATISFYMG
<br /> THE FOLLOWING RE�UIREMENTS:
<br /> FP FIREPROOF', FULLPENETRATION ST� STANDARD N3 17 23 23 30 #3 15 20 � 20 26
<br /> FRMG FRAMING STIFF 57IFFENER SLABS AND WALLS�. CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db qq pp pg pg 38 #4 19 25 25 33 -
<br /> FS FULLSRe, FARSIOE STIRR STIRRUP BEAMSANDCOLUMNS: CLEARSPACING > db, ANDCONCRETECLEARCOVER > db p5 28 37 37 49 #5 i 2q , 32 32 42
<br /> Fr F00T�, FEET STL STEEL Lt: �EVELOPMENT LENGTH Of BARS IN iHICK CONCRETE = 1.3 X Ld (MCHES) p6 33 43 43 56 #6 � 29 38 38 50
<br /> FrG FOOTING STR STRAIGHT L6: DEVELOPMENT LENGTH OF BARS OR DOWELS W COMPRESSION = 19 x db (WCHES) p7 48 63 63 82 #7 42 55 55 �� 72
<br /> Fv FlELDVERIFY STRUC STRUCTURnL Lc, TIED COLUMN LAP SPLICE IN COMPRESSION = 30 Xdh QNCHES) k8 55 72 72 94 #8 48 63 � 63 ' 82
<br /> SUPT SUPPORT V, VERT VER7ICAL Lcs: SPIRALCOLUMNLAPSPLICEWCOMPRESSION = 22.SXdb (INCHES) �
<br /> GA GAGE, GAUGE SW SHEAR WALL VEF VERTICAL ENCH FACE ( ) #9 62 81 81 106 p9 54 71 71 93
<br /> Lsb: TYPICALLAPSPLICELENGTH = 1.3XLd INCHES il10 70 91 91 119 #10 61 80 80 � 104
<br /> GALV GALVANrzED SYM SYMMETRICAL VG VERTICAL GRAIN Lsbt: LAP SPLICE LENGTH OF HORIZONTAL BARS IN THICK CONCRETE = 1,69 X Ld QNCHES)
<br /> � GB GRnoE BEAM #11 78 102 102 133 pi1 67 88 88 115
<br /> GFRC GLASSFIBERREINFORCEDCONCRETE T8B TOPANDBOTTOM VIF VERTICALMSI�EFACE
<br /> � VOF VERTICAL OUTSIDE FACE 2. MULTIPLY VALUES IN THE TABLE BY 1.5 IF C�EAR SPACING OR CONCRETE COVER DO NOT MEET THE
<br /> GL GLUEDLAMINATED(BEAM) T8G TONGUEHNDGROOVE
<br /> � GR GRPDE TB� TO BE DETERMINED RE�UIREMENiS FOR Ld IN NOTE 1.
<br /> in GRND GROUND TEMP TEMPERATURP, TEMPORARY W WIOEFLANGE', WIDE;WEST CITYOFEVEKE � '
<br /> „�, iHK THICK�, iHICRNEss w� W�TH 3. "HORIZONTAL BARS IN THICK CONCRETE" REFERS TO BARS WITH MORE THAN 121NCHES OF f�E`FE!NED �0�: 'rcRR1iT �
<br /> W/0 WITHOUT
<br /> H HORIZONTAL TOC TOPOFCURB�, TOPOFCONCRETE FRESHCONCRETECASTBELOW. THISINCLUDESBEAMS, SLABS. FOUNDATIONS, ANDWALLS. fc = S,OOOPSI fc = 6,000PS1 ALLCONCRETESTRENGTH
<br /> c MEF HORIZONTAL EACH FACE TOF TOP OF FOOTING �'� W00� � . . - -
<br /> � nGR HANGER Tos 7oPOF5TEEL N'F WIDEFLANGE BAR Ld Ll Lsb Lsbt BAR Ld � Lt Lsb Lsbt BAR � Lb Lc �'i Lcs
<br /> WH WEEPHOLE 4. THEDEVELOPMENTANDSPLICELENGTHSAREBASEDONREINFORCEMENTSTRENGTHFY = 60KSI. SIZE SIZE � SIZE � sheettitle
<br /> U HIF HORIZONTAL INSI�E FACE TOW TOP OF WALL --
<br /> m WL WORK uNE WHERE HIGHER STRENGTH REWFORCEMENT STEEL IS USED, MULTIPLY THE VAWES IN THE TABLE
<br /> _ HOF HORIZONTALOUTSI�EFACE TRANS TRANSVERSE yyp WOkKPOMT BYTHERATIOOFTHEHIGHERSTRENGTHOVERGR60 (E.G., FORGR75, WCREASELENGTHSBYL25,) #3 13 17 17 23 #3 12 i6 i6 21 #3 8 12 12 ABBREVIATIONS
<br /> � HORIZ HORIZONTAL TVP TYPICAL yyp� WEAKENEDPLANEJOINT #4 17 23 23 30 #4 i6 21 21 28 #4 10 15 12
<br /> HP HPSNAPE�: H��HP��NT WT WE��HT�, �TR��T�RA�TEE ��T �5 22 29 29 38 p5 2� 26 26 34 #5 ,2 ,9 ,4 AND LEGENDS
<br /> o HS HIGHSTRENGTH UB UNIVERSALBEAM 5, #14AND #iBBARSSHALLNOTBELAPSPLICED. SEE 'GENERALNOTES."
<br /> y HSS HOLLOW STRUCTURAL SECTION UBC UNIFORM BWL�ING CODE FROM W SHAPE #6 26 34 34 45 k6 24 32 32 42 #6 15 23 17
<br /> WWR WELDEOWIREREINFORCING #7 36 50 50 65 p7 34 45 45 59 #7 17 26 20
<br /> v HT HEIGHT UC UNIVERSALCOLUMN 6. MULTIPLY VALUES W THE TABLE BY 1.3 FOR USE WITH UGHTWEIGHTAGGREGATE CONCRETE.
<br /> i� UL uN�ERWRITERS' v�BORaTORV, INC. #8 43 56 56 73 #8 39 51 51 67 #8 19 30 23
<br /> � ICC INTEkNATIONAL CODE COUNCIL UNO UNLESS NOTE� OTHERWISE Yo vARo 7. MULTIPLY VALUES IN THE TABLE BY 1.5 FOR EPDXY COATED REINFORCEMENT. #9 48 63 63 82 #9 44 58 58 76 #9 22 34 26 �
<br /> -o I� INSIDEDIAMETER UT IILTRASONICTEST $10 54 71 71 93 #70 50 65 65 85 #10 24 38 29
<br /> a iN iNCH 8. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, SPLICE LENGTH SHALL BE THE #11 60 78 78 102 kii 55 72 72 94 #11 27 � 42 32 sheet number
<br /> � � 7 ABBREVIATIONS 20 REINFORCINGABAR DEVELOPMENT AND SPLITCE LENGTH TABLES S �OO1
<br /> �
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