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I
<br />c D E F
<br />6 L
<br />it
<br />20 0 20'-0 -oil
<br />EQ 1 EO
<br />20 It I .
<br />4- 1-01 V2 TYP
<br />EXIST
<br />(4) �4 l0 A307 AB
<br />W8 x 17
<br />W/ V-O" MIN EMBED
<br />WMX35 6K v- L Wj-tx 35 (10) 9K 1 9K
<br />WIBX35 19K
<br />D C +
<br />C6 C6 6 '1 C6 SEETABLE K
<br />UJ!
<br />C-) to U to (-1 4 SEE TABLE K FOR TOP REINF
<br />4 ,-,-SEE ARCH FOR TOP OF SLAB EL FOR TOP REINF UNOONPLAN
<br />UNO ON PLAN
<br />C) Lu[
<br />cr_ 31-611 h-SEE PLAN L 31-64 h-SEE PLAN
<br />_j J.
<br />to C> U11) -4- BASEk%
<br />C"i EXIST ROD BRACING REMAINS #4 CONT--,,,,,\ 4 CONT-_,, TABLE K COL
<br />x x x
<br />LO m LO
<br />x 3--c
<br />C0 C10 co
<br />co co co
<br />h REINF W6
<br />3m
<br />REMOVE EXISTING B AMS
<br />ALONG GRID C) WH CH
<br />EXIST PLAN
<br />CONFLICT W/ NEW AMS- 0 TO
<br />EDGE
<br />I W12X25 FQM
<br />1dx35 6K W18X55 (10) 9K OVER 911 TO 11-411 43 0 12
<br />18 35 (10) 25K LOWER WWF TO -j FURNISHED LOWER WWF TO
<br />BY DECK
<br />C6 6 C6
<br />C6 I" -VERCO W3 FORM LOK PLACE TOP BAR CT PLACE TOP BAR OVER 11-411 T,O 21-014 __04 a 12
<br />EXIST EXIST CIQ EXIST / I I ERE IOR FINISH COL END Ek TOP OF
<br />T.- S, IRS, YDEEPX20 GA, GALV W/ BASE k PER AISC CONC EL
<br />W12X W1 x W12 X OVER 2'-0" TO 2'-6 84 a 8
<br />SEE,ARCH 6X6-W2.9XW2-9 WWF, SHORE (AS NEEDED) EDED)
<br />c"i TOTAL SLAB THICKNESS 5". SHO RE (AS NE OVER 2 6 TO 3'-0" *4 6
<br />ul) cn UNTIL CONCRETE
<br />U-) ul) UNTIL CONCRETE
<br />ll - I INSTALL %"04'NELSON STUDS
<br />co X III) U-) REACHES DESIGN
<br />co ON ALL BEAMS 0 2'-O"OC. All
<br />w8x24 CID ro STRENGTH STRENGTH NON -SHRINK GROUT
<br />REUSED REACHES DESIGN
<br />COORDINATE BEAM >
<br />SEE 15/S3 00 cc
<br />w-
<br />LOCATION TO CLEAR 18'j 15 (10) 18K EXIST ROD BRACING REMAINS
<br />W 3r CONTR SHALL HOLD 7
<br />BRIDGE CRANE DECK SPANNING PARALLEL TO BEAM, DEN SPANNI NG PERPENDICULAR TO BEAM
<br />F'C=6000 PSI BASE k RIGIDLY
<br />-REUSED W12 x 53
<br />_J EXIST
<br />IN PLACE WHILE
<br />W807 NOTE., TIGHTEN ANCHOR BOLTS SNUG GROUTING
<br />Cm
<br />u &1 p ELEVATION
<br />CRANE RAILS, 0� 35 /�18 x 35 NOTE: TIGHT AND TACK WELD NUT TO BOLT
<br />BY CRANE MFG C4 C20 C20 C4 TO PREVENT LOOSENING.
<br />MAXIMUM LIVE LOAD2100 PSF
<br />REUSED W12x53
<br />COORDINATE COLUMN LOCATIONS
<br />TO ALIGN WITH CRANE WALL. 1YPICAL DECK EDGE. CONDITIONS 4. BASE PLATE DETAIL 5
<br />ve .1 0
<br />DETAIL 2 1 WEB BOLTS, SEE NOTE
<br />BOLTS, SEE NOTE 1 *2" MIN BOLTS, SEE NOTE 1 TYP -<CP TYP
<br />NOTES: 2. *ERE REACTION IS SHOW USE TABLE B WITH MINIMUM NUMBER OF BEAM CP TY P SECTA-
<br />2 1. SEE PLANS FOR BEAM REACTIONS. VIERE NO REACTION IS NOTED, PROVIDE BOLTS AS SHOWN IN TABLE A: BEAM > SEE NOTE (TYP)
<br />2" TI?
<br />THE MIN NUMBER OF BOLTS BASED ON THE BEAM DEPTH SHOWN IN TABLE A:
<br />3. FOR SKEWED CONNECTION SHOWN IN TYPE C1 SECTION A; MULTIPLY BM COPE -
<br />MAXIMUM REACTION BY REDUCTION FACTOR TO GET ALLOWABLE REACTION. 5/1 +1
<br />TABLE A - MINIMUM NO. BOLTS +1 1 TYP\llI 16 1 1
<br />+ 0-
<br />_§E_C_T_A_- +
<br />+1
<br /><,S E E NOTE1 SEE
<br />WIDE -FLANGE BUILT-UP BEAM MIN. OF L NOTEI
<br />BEAM DEPTH DEPTHS (IN.) BOLTS REOUIRED 4. SHEAR TAB PLATES: T CPTY +:
<br />t TYP
<br />A M
<br />W8, W1 0. W1 2 8 - 13 2 j � I
<br />BOLT SIZE PLATE THICKNESS WELD S I ZE + I V2 I N N"
<br />V2 MAX SEE NOTE I
<br />W1 4, W1 6. W1 8 To 19 3 V2
<br />W21, W24 To 25 4 NOTE:
<br />TYP
<br />10 COLUMN
<br />DIA. A325 1� 1 �-2
<br />W27. W30 To 31 5 % (FY 36) V4 BEAM FOR BOLT, SLOTTED It BEAM
<br />2
<br />W33, W36 To 37 TYP HOLE, GUSSETPLATE '12
<br />6 1" DIA. A490 V2" (FY 36)
<br />p>
<br />2 A
<br />To 43 7 SEE NOTE 1 BEAM V2 JO FACE OF WEB THICKNESS, AND WELD, TY PROVIDE T 8 FLG
<br />-EXIST
<br />V8 -
<br />X17
<br />§,I,� I
<br />J,
<br />L9KI:�W
<br />CEXIST S�� I R 5
<br />12X57
<br />SECT
<br />+
<br />SEE "GENERAL NOTES V4 STIFF PLS (SAME
<br />5. BEAMS SHALL HAVE STANDARD ROUND HOLES (STD), AND SHEAR TAB NOTES: BEAM TO BEAM FOR STEEL CONNECTIONS.' COL SIZE AS LARGEST
<br />TABLE B MAXIMUM REACTION
<br />PLATES SHALL HAVE HORIZONTAL SHORT SLOTTED HOLES (SSL). BEAM 1111
<br />1 1. FOR BOLT, SLOTTED HOLE. $SHEAR TAB PLATE THICKNESS, AND BEAM F GS)
<br />IREDUCTION 11
<br />IFACTORS WELD REQUIREMENTS, SEE GENERAL NOTES FOR STEEL CONNECTIONS,
<br />7/ol' r)IA A19r, CM1 TC AA
<br />ill n1A 6. WHEN BEAM WEB IS THINNER THAN REQUIRED WEB THICKNESS SHOWN IN
<br />7V UVL I J FOR ar\Lvw-u
<br />TABLE B, ADD WEB DOUBLER PER TYPICAL WEB DOUBLER DETAIL. 2. WHEN REQUIRED NUMBER OF BOLTS DOES NOT FIT WITHIN BEAM DEPTH,
<br />OF MAX. MIN. WEB T H I C K N E-S Tf MIN. WEB THICKNESSICONNS.
<br />-2 J
<br />RE -5-0 600 '12 OR WHEN THE REACTION IS MORE THAN THE MAXIMUM IN TABLE B, BEAM
<br />BOLTS REACTION'A36 I ACTION 7. WHEN CONDITIONS VARY FROM THOSE SHOWN IN THE "TYPICAL DETAIL, COL �Of�- TYP USE CONNECTION TYPE C2. BEAM
<br />(KIPS) (INCH) I NCH) !(KIPS) INCH) (INCH) 2
<br />DETAIL CONSTRUCTION ACCORDING TO THE AISC MANUAL OF STEEL
<br />CONSTRUCTION. 3. BOLTS IN CONNECTIONS OF BEAM TO BEAM/GIRDER MAY BE SECTION A
<br />2 j 11 .17 117 19 .25 .23 63% BEAM TO COLUMN SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC).
<br />3 1 22 .19 .17 39 .36 .32 65% 8. CONTRACTOR SHALL COORDINATE THE BOLT SELECTION AND USE BETWEEN 4. FOR SPANDREL BEAMS SEE CONNECTION TYPE C26. (BEAM TO COLUMN FLANGE MOMENT CONNECTION),
<br />4 35 23 .21 62 .44 .39 71
<br />% FABRICATOR AND ERECTOR.
<br />5 1 49 .26 .24 84 .48 .43 76%
<br />6 63 .28 .25 101 .48 .43 80% TYP STEEL CONN, TYPE C5
<br />3 76 .49 .43 83% 9. ALL STEEL Fy=A36,
<br />7 .29 .26 118 (SINGLE PLATE SHEAR CONNECTIONS) 3
<br />V2" (TYP) �6
<br />6
<br />(4) 0 A325
<br />GENERAL NOTES FOR STEEL CONNECTIONS 7 TYPICAL STEEL CONNECTION, TYPE C4. 9- BOLTS SNUG TIGHT
<br />SMALLER LARGER
<br />> W1 OVS HOLES IN BASE k
<br />Lu (OPTIONAL IN 0 A325 BOLTS END REACTION INDICATES MOMENT +
<br />co % L
<br />(SAME ON EA END
<br />_16
<br />7T
<br />q BASE 7k
<br />W
<br />LIEU OF, BOLTS) TYP Tr__j CONNECTION
<br />PROVIDE'VERT CP IF SHOWN ON ONE
<br />IWN/S PU6 T I ON
<br />COLUMN / U.T. END ONLY)
<br />L4x4x% �46 SSL HOLES IN I. - 1, l
<br />COLUMN PL�" (A36) WITH HORIZ SPLICE k 10, INSPECTION SHAPE TOTAL NO OF CANT BM SAME PLAN --SEE 13A/S2 FOR CONN
<br />WEB SHORT SLOTTED HOLES STUDS WHEN SECTION AS
<br />/-(OPTIONAL BEAM (SEE PLANS) FINISHED COL TOROOFBEAM
<br />MORE THAN BACKSPAN UNO
<br />(TYP)
<br />END AND BASE
<br />+J+ LOCATION cn 2
<br />C"? MINIMUM W12 x 22
<br />AT ROOF) = 2 + + PER AISC-\ Ilf - il
<br />(2) �q 0 n BASE k �4 A36
<br />4 f L, Ilk
<br />A325 BOTH 2clf, 11 %
<br />W36X135 (64) 8
<br />6 112K
<br />BOLTS BK�
<br />V211 FLGS C> + I jZ TYP
<br />-FILLER 5/S4.1 I ve C2 - 1
<br />+ FIT TO BEAR
<br />41- Lo + AS REO'D REO'D TYP CONN
<br />IP 11 IF'NOTED
<br />_(08 0 A325
<br />k%x4x'W'
<br />(A36) STIFF _x k % STIFF ES
<br />FINISHED -.1 C BOLTS SNUG BM CAMBER SAME WIDTH AS R
<br />V4 TO BEAR `BEAM (SEE PLANS) SPECIAL CONN IN INCHES 12" MAX
<br />'/4 TIGHT DET, IF NOTED BM FLG. USE Jl
<br />ABOVE TOE
<br />LARGER k IF REQ'D rn
<br />WHEN DIM Y IS MORE
<br />6- >-<T Y P BY INCOMING BM CONNS OF FILLET
<br />ELEVATION
<br />THAN 6" ADD V2" THICK
<br />V4
<br />(A36) AND USE SHORTER a CONTR OPTION
<br />SHEAR PLATE 4 /IN LIEU OF SHOP BOLTS
<br />4 k'T'x4x'L' STIFF PLATES AS REQD_ /0NAL
<br />(A36) S F141 DETAIL 15 4
<br />V2 1 '' 2 BY CONNECTION TYPE C5 �6 IN LOWER COLUMN
<br />'/2 TYP BEAM CALLOUT r EXPIRES 10A513D
<br />SECTION A ELEVATION TOLERANCES
<br />EXCEPT AS NOTED THIS PRINT. THE EXCLUSIVE PROPERTY
<br />NOTE: MACHI NED SURFACES OF SCOTT PAPER CO. IS COWIDEIIIIIAL
<br />U-SElAe"O A325 BOLTS 0 EACH BEAM TYP. FRACTIONAL Z! 1/16 SCOTT TO BE USED ONLY FOR THE Kfft%
<br />OLCIMAL -X .06 SCOTT WORLDWIDE FOR POCH LOM AM KTURIO ON
<br />-XX .03
<br />j REIDUEST. AND 15 NOT TO BE CWIED
<br />Xxx .010 1
<br />OR KPROOUCW.
<br />ANCAJLAR 09-30,
<br />WELDMENTS 1/8
<br />(SEATED BM TO COLUMN WEB NON -MOMENT CONNECTION) (BEAM TO COLUMN WEB kN-MOMENT CONNECTION) MEZZANINE, PLAN
<br />W" ALL SHAW CON" M EIM
<br />AS NOTED
<br />till
<br />(MOMENT CONNECTION AT FLANGES) MK TYPICAL DETAILS
<br />App"'O TLP 5/93
<br />CT
<br />MEZZANINE EXPANSION '10/22/931 T-LP-"'-"- --- I � RE I ION
<br />RERQU5E_.
<br />I_YP STEEL CONN, TYPE C20 _11_[ TYP STEEL CONN, TYPE C6 2 C 1wwA
<br />OLUMN SPLICE DET 13r' REV. REVISION NOTE DATE BY i6imal B-18592-SO3 VA
<br />0� is .01k %co A 1 52812.00
<br />c U E . 0
<br />A
<br />A
<br />APppok,e'r)
<br />SUILE),P46 F, Pon
<br />2600 Federal Ave DATe EP,�1!17-.
<br />MK 22-OCT-1993 10:41 /ccId/Jobs/sc0tt/mezdet.dgn jvm V
<br />......... -------- .................. .......................... ....... .......... .......................................................... ... - --------------------------------- ----------------------- --- - - ____�Z
<br />.................. ......................................... ...... ----------------------------------------------------------------- .................. . ........ ....... ---- -- ---- .......
<br />-------------- --- - - - - - ------------------
<br />_4 4_1 - I A I I
<br />24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
<br />I 1 1
<br />22 23 21
<br />
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