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i
<br /> 2 " li"
<br /> / ,k,
<br /> BOLTED BEAM CONNECTION SCFEDULE W COPE FLANGE
<br /> 'D
<br /> BEAM NO.OF BOLT* PLATE * IMELD SIZE INHERE REO
<br /> SIZE BOLTS SIZE THICKNESS "IN" "W"" \ _/SIZE PER
<br /> / ow \SCHEDULE "A"
<br /> INS,CS (2) 14,4
<br /> i,
<br /> 3,8 '4 -f--, Q-
<br /> r.,
<br /> 34
<br /> SPECIAL COMPOSITE STUD IA110*** (2) %HI> ,, "
<br /> V4 ........,..7.,_,e,)/
<br /> SPACING NOTE 5
<br /> WI2 (3) 14"d? %it I/4"
<br /> y \
<br /> GONG.ENCASED STEEL GOL. AN 164 (3) -7/8,4 34.,, "
<br /> " 14" ,-
<br /> 0- \
<br /> \ -:
<br /> CONCT EMBED FE,CONN. (4) 14,4
<br /> 34 14 -0 \
<br /> NOTE 2 11--Th. o
<br /> j
<br /> 12x 4 (II) I i AIS j El j INI6x31 CONNECTION MODIFICATION IN1,5 (4) -hop
<br /> 34,, 14"
<br /> LIMIT OF DECK SPAN -- - K
<br /> I-1 H IY
<br /> SEE NOTE I IAI21 (3) 14,4 34" 14" o
<br /> =
<br /> Zo 11 LI
<br /> . BOTTOM FLANGE BRACE,NOTE 1 IN24 (6) 14,4
<br /> 54,, 14" 2 ;i-
<br /> ii
<br /> IN30 (8) 14,,,j?** I/2" V' co
<br /> lAux1401) „" SHEAR PLATE SIZE 0 o
<br /> ..... cl DECK ci AND BOLTS PER
<br /> [-1011] -,--,
<br /> 4 SPAN A * BOLT TYPE = A325N
<br /> STEEL MEMBER TOP OF STEEL • co 7.t.. KI ft MATERIAL = ASS SCHEDULE "A"
<br /> EL.DEVIATION FROM TYP. -< •o > -\--c.---'.
<br /> NOTE ** USE HORIZONTAL SHORT SLOTTED HOLES IN BEAM TO BEAM ,4„IL Ri>
<br /> ------------_______LIA22x14(II) •Ii INI6x31 THE PLATE AT COLUMN CONNECTIONS ONLY OY
<br /> Li'!1 ,0
<br /> *** BOLTS SHALL BE AT 4"O.C.SPACING
<br /> FOR INIO BEAMS.
<br /> ::-L-
<br /> INI2x14(11) ,--1Allax35 DS
<br /> [-I41 (20)C.I" ,1",:j COL.ABOVE,NOTE 4
<br /> COL.BASE FE.,NOTE 3 TYPICAL BOLTED BEAM CONNECTION DETAIL SCALE:NONE 4
<br /> E.
<br /> COL..BELOW
<br /> .3.)
<br /> STEEL MEMBER SHAPE $ SIZE
<br /> CD .2
<br /> INDICATES A DRAG STRUT BEAM SCHEDULE "A" <TYP. z 0
<br /> STEEL MEMBER TOTAL NUMBER (SPECIAL METAL DECK ATTACHMENT RE012)
<br /> ICONNECTION
<br /> L ...4...,..._+4...+ NOTE: SEE 4/55.0 FOR
<br /> INT5xI5 TYP. kt N._
<br /> > co Lo
<br /> OF COMPOSITE STUDS,NOTE 5 -L 1 \ i
<br /> " " - 1 ,
<br /> STEEL MEMBER CAMBER AT MID-SPAN SCHEDULE A.
<br /> Pr
<br /> EOM. ELAN s_ 1 .!
<br /> PROVIDE It. 14 CAP 4 14 THRU COLUMN
<br /> I. TYPICAL BEAM-COLUMN-INEB CONNECTION PER DETAIL 8155.0 6. TOP OF STEEL ELEVATION DEVIATION AT BOTH ENDS OF STEEL '
<br /> YFE
<br /> AND TYPICAL@ COL.END,TP. /4SHEAR TO SUPPORT PLAN
<br /> BEAM-BEAM CONNECTION PER DETAIL 4/55.0. MEMBER INDICATES SLOPING MEMBER. 2" , BEAMS IN OTHER
<br /> CONNECTION MODIFICATION FROM'TYPICAL CONNECTION SCHEDULE: 1. TYPICAL BOTTOM FLANGE BRACE PER DETAIL 8/55.1 AT FLOOR 'TYP.@ CAP rt> ,, 1 1 DIRECTION PER Ci.HS5 COL.
<br /> El INDICATES TOTAL NUMBER OF BOLTS IN MODIFIED CONNECTION AND 6/55.3 AT ROOF, ARROIN INDICATES BOTTOM FLANGE /i
<br /> 32 11 : ::
<br /> ATTACHMENT LOCATION. ' Elly ---:- Ii--7)
<br /> 11 .4.1=111.11.
<br /> FE. 1 , 1
<br /> 2. TYPICAL CONCRETE EMBED FE.CONNECTION PER DETAIL 12/55.0. SHEAR SIZE AND I /I i I Z1-1
<br /> BOLTS SEE SCHED. "A"—\ I ,
<br /> + I +
<br /> I Oti4
<br /> 3. 'TYPICAL BASE It PER DETAIL S/S3.I. I // -in
<br /> -. 4- I I 1
<br /> 1 I I A_ \ ,......,..
<br /> I
<br /> + 1 I 1 '
<br /> 4. 'TYPICAL COLUMN-BEAM BASE T.CONNECTION PER DETAIL 5/S5.I. + 1 1174t7.• \
<br /> + 11 II 4-* • \ e„,.....;k__• ,1
<br /> 4.H. ili ±
<br /> .,--
<br /> * 1 .,-..
<br /> 5. 'TYPICAL COMPOSITE STUD PER DETAIL 12/55.1. 1
<br /> 1,+ \ -,,,
<br /> I ' \ ,
<br /> 1
<br /> a-
<br /> I NOTE: USE THRU COLUMN 5HEAR FE.
<br /> END OF SHEAR FE AT I I "N' > FOR LARGER BEAMS AND I"CLR.
<br /> ONE SIDED CONNECTION 1
<br /> i„ "IN" <SIZE PER SCHED. "A" INT5 FOR SMALLER BEAMS 0
<br /> 2 1 (OR SINGLE BEAM) i/ I
<br /> ci. H55 COL.
<br /> BEAM TO HSS COLUMN AT FLOOR BEAM TO H55 COLUMN(3 OR 4 BEAMS)
<br /> 111!!!!!"141 111111
<br /> TYPICAL sm.FRAMING,PLAN SYMBOLS SCALE:NONE 6 TYPICAL BEAM TO HSS COLUMN DETAIL SCALE:NONE a
<br /> EDGE OF
<br /> CONCRETE QUANTUM
<br /> GONG.NALL. /5" 2")4)4 q BEAM CONSULTING ENGINEERS
<br /> EMBEDDED PTYPE BOLTS LATE CONIeCTION SCHEDULE"CI SEE PLAN I"
<br /> //
<br /> BEAM PER PLAN
<br /> 4 \
<br /> ci. 14 / BEAM NUMBER PLATE NO.OF HOR1Z. #5 x 4.1-0" TIT. _i,
<br /> // SEE SCHEDULE "C"
<br /> FOR EMB'D FE.SIZE '1
<br /> L. , 1511 THIRD AVENUE
<br /> SUITE 323
<br /> MIN. SEATTLE,WA 98101
<br /> OF ROWS OF AS SHOIAIN @
<br /> SIZE SIZE
<br /> "3" 3" 2" TEL 206.957.3900
<br /> RE010 STUDS EACH ROW OF 2" FAX 206.957.3901
<br /> STUDS.INIRE TO // /
<br /> / . c.: 1111 www.quantumce.com
<br /> FULL-HT.STIFF.ff.5/e," A-325-N INa 2DLE (2) 1/2"x 10"x 11-0" 2 HEADED STUDS NNN i
<br /> BOLTS @ GAGE SPCG.
<br /> NI 0 * 2DLE (2) 1/2"x 10"x 11-0"
<br /> E 01 5 + 0
<br /> w 1,11
<br /> ri=11 im) W12,14,114 3DLE (3) 1/2"x ho"x r-o" 2 iii K
<br /> ly I_.-
<br /> ' 7 \ F-
<br /> --z—.7....
<br /> -,-.' ..111 :
<br /> , ,, \ . 1 - 0
<br /> H55 COL.PER PLAN ?MIS,INIS 4DLE (4) 1/2" x 10"x 11-6" 3 IL
<br /> LU 'L) 0 ; I z., [- cl .2 '2 2"k !! ‘.1.5 ›-
<br /> 13R6.It kt" w =
<br /> 1„ MATCH BEAM
<br /> z,firailli z
<br /> 2 2" 5"I,(--111 r= , \ ----t- .....,2' 0 co
<br /> FLANGE WIDTH IA121 50LE (5) 34" x 10"x 2'-0" 4 T,
<br /> .7t
<br /> CUR./ , 5/4"cP x 6"HEADED CONN.ANGLES
<br /> 0 (2 u.i
<br /> W24 612LE (6) 5/4"x 10"x 21-01' 5 STUD TYP.SEE /
<br /> (2)L 5x3x546 a_
<br /> 0 z -±- 0
<br /> SCHEDULE "C"
<br /> 22 V FOR NO.OF 7 ...),___ AISC STD. HOLE IN '(') Z I" co
<br /> L1J
<br /> , 1/4 ROWS REOV BEAM AISC LONG IN/%"
<br /> 1.-
<br /> SLOTTED HOLE IN 14 V RET. "E _J ce L: 0)
<br /> Z . -, L_ ANGLES(1-10R11) (?) 0 j ....J
<br /> ,', NOTES: ,,, LLIW <
<br /> C.)
<br /> I. BOLT TYPE : 141'0 A325,FE.MATERIAL TYPE : ASS SEE SCHEDULE "C" T..
<br /> I (-) cc' LufX
<br /> FOR NO.OF BOLTS —.< Et §LI 4
<br /> -2
<br /> 2. AT CONCRETE WALL ENDS OR CORNERS INHERE EMBED 4 ANGLE SIZE
<br /> PLATES ARE LOCATED SUCH THAT THE STUDS WILL Drawing:
<br /> ,F INTERFERE WITH EACH OTHER,LOWER THE EMBED PLATE
<br /> * BOLTS SHALL BE AT 4"0.C.
<br /> WITH THE FEWER NUMBER OF STUDS BY 54".
<br /> 6816 Evergreen Way— B1206-014 SPACING FOR INIO BEAMS. S5.0
<br /> L-1-' DETAIL SCALE:NONE q DETAIL SCALE:1.11-0" 10 TYPICAL EMBEDDED PLATE CONNEC11ON DETAIL SCALE:NONE 12 Job Number.
<br /> 12104.01
<br />
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