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Home My WebLink AboutS6-401-FRAMING-DETAILS-Rev.0� 1 O 4 6 FINISH FACE � — � YS� STAIRWELL I 7 9 STEELBEAM STEELBEAM SEE DETAIL Ei I 56-401 . FOR CONNECTION FACE OF STEEL SUPPORTED BEAM SIZE PLATE THICKNESS WELD SIZE NO. OF BOLTS SHFARPLATEPERSCHEDULE. W8 ��4�� 4" (2)-314"DIA. SEE TABLE FOR SIZE & QUANTITV 3"-. .1VY'i� REQ'D W10ORC10 il4" il4" (2)"3l4"DIA. i W120RC12 3/6" 1/4" (3)"3/4"DIA W14 3/8" 5/i6" (3)"4/8" DIA. n � � Wi6 3/8" Sli6" (4�]l8"DIA. O � � O i� W16 3/6" 5/16" (5)"4/8" DIA O � Fn � ¢ `� m ry W21 OR W24 1l2" 5116" (6)"4l8" DIA 1/2•' � WT� 1/2" 918" (7}�/6" DIA. CLR.�� . W30 1/2" 3/6" (6)"4/6"DIA. WELD— W36 il2" 3l8" (101—�18"DIA.A490N SIZE NOTES: 1. ALL 80LT5 TO 8E ASTM F3125 GRADE A32S UNLESS OTHERW ISE NOTED. 2. ALL WELDS EACH SIDE WITH E�OXX ELECTRODES. DO NOT RETURN WELDS. 3. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATE, EXCEPT AT BRACED FRAME AND DRAG STRUT CONNECTIONS. � 3l4"PLATEx(COWMN � TYP. DEPTH+1")X12" , . Sli6 12•' TWO SIDED CONNECTION SECTION SCALE : 1" = 1'-0' W F 6EAM PER PLAN �. � COWMNPERPLAN HSS PER PLAN Sli 6 � � SECTION �.c S�A�E ,.-,-o. w ANGLE PER PLAN I O a O a ('� w CUTENDOFBEAM . �\ � PARALLEL WITH VERTICAL �' d LEG OF ANGLE A80VE. WFCOLUMN SEE PLAN il2" THICK SPLICE PLATE, 351DE5 � �� WIDTHSHALL8E1"LESSTHAN 5/i 6� CO W MN FLANGE W IDTH (TVP_) \ � �� (8) 3/4" DIA. A325 BOLTS PEF � � Y BPLJOEEAOHBIDE(TVP) FlN. - I I I � �� COLUMNSPLICELOCATION MACHINE ENDS OF COLUMNS FIN. - ' �� \ � `�� o I " a WFCOLUMN —' I SEE PLAN I 16 FINISH FLOOR NOTE: COWMN SIZE SHALL BE THE SAME SIZE ON EACH SIDE OF SPLICE LOCATION CENTERLINE 3/4" DIA. A325 BOLTS & SHORT HORIZ. SLOTS IN BEAM W EB TVP. FINISH FLOOR T/ STEEL — — ! — — — TYPICAL COLUMN SPLICE SCALE : 1" = 1'-0' CONCRETESLAB SEE PLAN CENTERLINE 3/4" DIA. A325 BOLTS ON STD. GAGE AT COLUMN FLANGE AND SHORT HORIL SLOTS AT BEAM W EB TVP. A STEEL BEAM W/ DOUBLE ANGLE CONNECTION. REE DETAIL Ei / 56-401. RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes I City of Carmel �,,:,,, w��:,,�zti„�_.� _ DATE: OIIZZIZO O � -- CETNERLWECOWMN CENTERLWE 6EAM �� V W14SKEWEDPERPLAN - � W 12 SKEW ED PER PLAN SECTION SECTION SHAFTWALL � � ELEVATOR 1 4• / EQ EQ �BIDECK EL= � REFER TO PLAN � O a il2"THIGKENDPLATE � 0 � O t J O W \ �a �> � � i v2' W F BFAM PER PLAN � ryP' � — (8) 3/4" DIA A325N BOLTS. PROVIDE STD HOLE. � CL BEAM SCALE:1"=1'-0 LENGTH REWF. 0" - 4 V2" NO DBA'S REO'D 4V2"-8" 30"O.C. 8"-12" 18"O.C. L� "�a ?� _ � 0 LENGTH CENTERLINE C) m\� . � SEEPLAN BEAM ' n Ct � n 3 O 0 12" MAX. � (UNO) � � J V � FLOORSLAB DIAPHRAGMREWESEEPLAN 2 ' PROVIDE (2) #4 x CONT. 3'-0" � � � A ��p�� PAST EDGE OF OPENING � . r .. CLR. WHERENOBARSARE n \ VY' '� BFAM CENTERLWE 3l4" DIA INDICATED. � `�+ � � - �GLR. SEEPLAN EREGTION60LTSTYP L31I2e3112e51i6xLt3"(NS) AND L3 i12x3 1I2x916xL (FS)� L31I2x3112x916xL+3"(FS) Sli6"BENTPLATEx - � � , p MIN #4xCONT.CHAIRBAR AND L3 V2x3 V2x5/i6xL(NS)' CONT. �� WIDEFLANGECOLUMN SECTIONA-A 'EXCEPTATW180RWi6 . � ��-6" CONNECTIONTOCOWMN 3/i6 442 2"MIN.-' NOTE: WEBSUSEANGLELENGTH= — � STEEL �. }�4DBA'sATSPACING CENTERLWE6EAMS NEARFLANGEOFCOLUMN LFORBOTHNSANDFS 3/16 4-12 BEAM SHOWNPERSCHEDULE CENTERLINE 3/4" DIA. STUDS AND � BEAM NOT SHOW N FOR NOTE: CLARITV AT CORNERS OF FLOOR SLAB OPENING - 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3/18" FILLET W ELD (TVP.) DECKPANELTOSUPPORT FLOOR SLAB EDGE AT STEEL BEAM � SECTION 2 HSS 10X10 PER PLAN � Sli6� 3 PLATE 3/B" FULL DEPTH � STIFFENER 3SIDES _ TVPICAL 3/i6 iJ � % Cl I ( 1 U �% O �% 5 � SECTION � SECTION CJ scn�e: r�=r-o• C� scn�e: r�=r-o• TVP. — � il4 � WFlLLSLA8T0 ANGLEPERPLANTO � CENTERLWEOFWI4 `. MATCH FLOOR SLAB — ABUT BENT PLATE DO SHAFTWALL /� � NOTCONNECTANGLETO PER�ECK 1'-4" — EMEND END PLATE FOR PER ARCH `/ �' BENT PLATE EpG �� DECK EDGE PER � EQ EQ � SHORTER HSS TO ALLOW FOR \ �� DETAIL A6IS6-401 �z� eRecnoN eo�rs � 4 eioecK e�= � � � � � ' REFER TO PLAN " ° � � �� 77 n � -- �— �— -- . il2"THICKEND �� 11I2 PLATE ffTVP. I HSS10X10 PER PLAN —(8) 3l4" DIAA325N BOLTS. PROVIDE STD HOLE. � CL BEAM � SECTION YJ scn�e: r�=r-o• HSS 10) SI16T 3 SI�ES Sli 6 � 3I8"x6" WIDE WEB SPLICE PLATE W ITH (2) 3l4" DIAA3?bN BOLTB (TVP ) ��„�t: , _,-� NOTE: AT CORNERS OF FLOOR SLAB OPENWG - 45 DEG. MITER BENT PLATE AND PROVIDE ALL AROUND 3116" FlLLET W ELD (TVP.) SECTION ��„�t:, _„� February 1, 2019 - ISSUE FOR PERMIT ONE SIDED CONNECTION STEELBEAM STEELBEAM SEE DETAIL Ei / 56-401 . . FORCONNECTION � CENTERLWE 6FAM � �� DO NOT W ELD BENT PLATE TO W 14 SKEW ED BEAM. SKEWEDSHEAR TAB CONNECTION I— W14PERPLAN (4) BOLT W 14 RANGE TO W 12 FLANGE CONNECTION SIMILAR TO DETAIL _/_ 8 � SECTION C / scn�e: r�=i.-o. Wi6X31 I Wi6X40 BEAMS BFAMS _ANDSMALLER I ANDLARGER� STEEL BEAM PER PLAN. - � EXTENDPASTCOLUMN II FLANGES AND PROVIDE . _p 3�4�� CONNECTION PER DETAIL � .� 3�4„ A1 I 56-401 k i� � � � • • I � I � I 0 10 I � -- I r� � � I d MOMENTFRAME �� CONNECTION CONTINUITV � PLATE,TVP. I MOMENTFRAMEBEAM I WIEXTENDED END PLATE CONNECTION. . MOMENTFRAMECOLUMN " SECTION DIAPHRAGM REINF. SEE �ENGTH PLAN. PROVIDE (2)#4 x SEE PLAN � CONT. 3'-0" PAST EDGE � OFOPENWGWHERENO �p^Mqx BARS ARE INDICATED. FLOOR SLAB ' � . . �. , � ,. . �. . . . � ♦ — — 5116" BENT PLATE x � � CONL / #4 DBA's AT SPACING ��Y'MIN. SHOWNPERSCHEDULE ON DETAIL/aQ � $6-QQ� 3/i6 4-12 1'-6•' . / P' MIN - 31i6 4-12 STEEL BEAM � DECKFWTECLOSUREBY METAL DECK SUPPLIER TISTEEL \ ��a > m\F SCALE : 1" = 1'-0' � CENTERLWE 6EAM 2 1l4' � f \— ;J � � � BEAM SEE PLAN 2-L31/2x31/2x5/16xLTVP.AT - BEAMS TO COLUMN FLANGE SEE BFAM SCHEDULE FOR LENGTH'C AND BOLT QTV. SECTION STEEL BEAM PER PLAN. PROVIDE SHAPED SWGLE SHFAR PLATE CONNECTION CENTERED BETW EEN CONTINUITV PLATES. PLATF S17E ANn ROLTED CONNECTION PER oernA1 I 56-401 FOR ADDITIONAL INFORMATION NOT SHOW N. IF TOP COPE DOES NOT PROV IDE ADEQUATE PLATE LENGTH FOR N� ��4RFa OF BOLTS REQUIRED PER DETAILE'I I SE-4O'I FIELD W ELD CONNECTION AS INDICATED. ' 2 1/2 5116 2 il2 1" RADIUS, TVP. O il2' TVP. CENTERLINE 3/4" A325 BOLTS ON STD. GAGEAT COLUMN FLANGE AND SHORT HORIZ. SLOTS AT BEAM W EB TVP. STEEL CO W MN NOTE: FLOOR SLAB AND DECK NOT SHOW N FOR CLARITY ��„�t: , _,-� ��_ ��S� + ♦ 1 V WQ�i3LRE C2T ancxmsc.�� xcxsaixc�csoua+ui 76351nteractive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 � C s — � a O � 3 3 � 0 � O � �O F � � � � � � � '��y P Ci[-�:. e�'� e � � c �`��",_ — n - �� < < , � �'� � �,�� F ��.= " F� �/ONAL��= E � �^` W D � O � �A — � � � � C • � K U�' � � � �� U �— � � � m � C _ � m Q � O � � U �� O �o L � �� p �� o� C o � � � o� y--� � O yN i6 � m � J � Q =� B `�..Issuances: Proi. No.: 077392 Date: 02I01119 A Sheet Name: FRAMING DETAILS ��_�� i��o� .B �i��o� .B