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HomeMy WebLinkAboutS407 - STEEL FRAMING DETAILSRELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel � �{�n„� i,.�a�i_ � DATE: 06�� $�2O ROOF �RAIN (SEE PLUMBING �RAWINGS FOR OPENING SRE AN� LOCATION) 14 2 Il4 2 � L3x3x1145UPPORT BEAMORJOIST FRAME(SEE4/54W) SECTION @ ROOF DRAIN SCALE' 3l4"=1'-0" �i/SiL � +(SEE PIAN) EXISTINGPRECASTPANEL J SECTION BEAM OR JOIST V4"x4'xEO�xGONT eEnr P�nrE SCALB 3l4" = 1'-0" H554z4xi14 STUB COL , UNO TVP / \ NOTE: / \ �, 1 SEESTRUCTURAL�RAWINGSFOR ` J YSTRUCTURALMEMBERSIZES i } 1/a' STIFF PLATE TyT (4TOTAL�2ES � , 91i6 � 112" TVP BEAM 3/A'BASEPLATEw/ �TISTL (4) 3/4'H BOLTS +�SEE PLANJ (2)L6x8x1/2 (LLV) wl (4) 3l4" BOLTS � (2�L3x3n318 il4"STIFFPLATE � � (aroinyzes STUBCOLUMN 14 GA 24�24" PANS (SEE MEC4� OVERFLOW DRAM (SEE PLUMBING DRAWINGS FOR OPENING SIZE AN� LOCATIONJ � �ECN HANGER TYP STUB COL/HANGER DETAIL BEAM SCALE' 3l4" = 1'-0" TYP T�P 4• BEAM 3/0"BRGSTIFFENER MIN Z��p. (ONE EA SI�E OF WEB)TYP 0 I I 0 ! �p C� z BEAM �I���II OPENING I CLJ ` 3/4"THICKCAP BEAM -� I 3/d"II I I I PLATE(TVP) I BOLT(4 I I I I il4 TYP TOTAL) 3 � MIN I� 1l6 � „4 �, � COLUMN COWMN CONTINUOUS BEAM SIMPLE BEAM fMID COLUMN TYP STL BEAM CONNECTION � SCALE: 3/4" = 1'-0" �ECK A99ZGr50 PIATE.1= 1/4' -� �BEAM FLANGE � • • • �� DOUBLEANGLE �NNECTION BEAM WLUMN TYP HSS COL MOMENT CONN SCALE: 1" = 1'-0" Tvp ��F��N��� $Z�,� �G�,,,� i G�t � NOTE'. L3x3v114 1. MECHANICALCONTRACTORSHALLPROVIDE ��P� FABRICATOR WRH OPENING SIZES AN� LOCATIONS- 2. REFERTOARCH�RAWINGSFORLOCATIONOFAD�'L �� oaENiNcs. 3. PROVIDETHISDETAILATALLOPENINGSGREATER THAN12"SpUARE. TYPICAL ROOF OPENING FRAMING �' SCALE: 3/4" = 1'-0" ROOFCURB CHANNEL WHEREC6 CROSSES �ECK � JSTORBM PROVI�E STIFFENER L2x2x1/4 EA SIDE OF JOIST TO BOTTOM CHORD PANEL POINT SECTION A JOISTONLY 6'-0" CENTERLINE MA% OF JOIST OR BEAM ' ¢ C6x10S r------- --- --- I I \ / L3�3xil4FRAME I A/ ATOPNG i � I I I � L JOIST PANEL POINT VARYw/TVPE OF C6x105 - - JST, SEE PLAN FOR SIZE(JOIST ONLV) CHANNELFRAMEPLAN va TVP ANGLE FRAME DETAIL TYPICAL RTU FRAMING jr FRAMING T L - CL-� w}u OPNG �N - - �, � SCALE: 3/4" = 1'-0" 1/2' CAP PLATE (MIN) LSTL� (5� 3/8" SHEAR TAB BEAM CENTERLWE OFJOIST OR BEAM EXTEN� CHANNELS TO NEXT JOIST IF RE�'D. DO NOT CANTILEVER MORE THAN 1'� 0" MECHANICALUNIT � MECHANICALCURBMUST BE CAPABLE OF SPANNING To sioE cnaNNE�s 7 �• 3615 PATTERN TVPICAL ALLSOPPORTS 36l] PATTERN TVPICAL_ @ PERIMETER SUPPORTS NOTE: 1. ALL WEL�S SHALL BE 5/8"0 PU��LE WEL�S. 2. USE�2�41�TEKSCREWSSI�ELAPFASTENERPERSPAN ROOF DECK FASTENER PATTERN SCALB 3/4" = 1'-0" ANCHOR HOLE EDGE ANCHOR DOUBLENUT I R0� DIAMETEF' �ISTANCE ROD GROUTHEIGHT 314"0 11HA"0 1112" �4"e �" ]/8'II 13116"0 1314" I �IB"m 2" 1"H 1112"B 2' 1'•ID 2" 1118"0 1518"ID 2114" 11/e"0 2" 1 11a"m 1 31a'ID 2 V2' L 1 1l4"0 2" 1 V2'0 2"0 3" - I 1 1/2"0 2" �H.� 2,�H 4 � � 2ID 3 41p" 21R"0 3" PLAN BASE PLATE- WLUMN SEESCHEDULE 1/A' LEVELING �� PLATE pOUBLE 3/4" NON-SHRINK, NON- � NO LEVELING PLATE REQD METALLIC GROUT (IF DOUBLE - SEE SCHEDULE FOR GROUT NUTS ARE NOT USED) HEIGHT }}} LY !�` `�"I�a a I� . )u � nNcnoRRoos J COLUMN BASE DETAIL SCALE: 3/4" = 1'-�" TISLAB. PIER � W� - PL9/A'x4'•xd•' w/NUT ,- w rvvi m�V2"0 3I4"Hor]I8"II 1"0 11B"HorillA"H iV2"6orT'0 ANCHORRO� ANCHORRO� ANCHORRO� ANCHORROD ANCHORROD NOTES: i. sEEscHEou�EORSEcrioNSFORREquiREoaNcnoRRoos¢EnNosanciNc. 2. PROVIDENUTSANDWASHERSFORALLANCHORRO�S. TYPICAL ANCHOR ROD DETAILS SCALE: 3/4" = 1'-0" A36 THREADED ROD (OR MLTI HAS-E R0�) TICONC 9�(SEE PLAN) HILTI HIT-ICEIHIT HY150 A�HESIVE ANCHOR z � � � 0 � BEVEL ROD EN� � HOLE �IA ANCHORROD EMBEDMENT HOLEDIAMETER DIAMETER DEPTH NOTE: 3l4" 10" 131i6.' 1.INSTALLRODSANOADHESIVEIN ACCOR�ANGEwIMFR'SINSTRUCTIONS ]l8" 11114" 151i6" 2. WRETIMEOF4HOURSISRE�'D 1" 12318" 11116" @32"TEMP 11/4" 15" 11R.' TYP ANCHOR ROD @ EXISTING FOOTING , SCALE: 1 1/2" = 7'-0" 53.1�hm836klps 8 � (SEESCHEDULE) 318" PUTE A37�hm]a2klps � •BOLTSSHALLBE314"IDA325(UNO) ]4.3�hm BJ.B kips 8 `SEE PLAN FOR END REACTIONS BA.91hm95Aklps 9 �ALLPLATESARE3/0"THIGK(UNO) �¢ > - NO.OFBOLTLINES � iara• zva.` �seescHeou�e� ` ' BOLTS SHALL BE 314"0 A325 (UNO) ' SEE PLAN FOR END REACTIONS ' ALL ANGLES USED SHALL BE L4x3x5116 (UNOJ TYP BEAM CONNECTIONS SCALE: 3l4" = 1'-0" v� �� PEDCOR DESIGN GROUP LLC Architec[ure / Pmject Managemenl�. 355 City Center Drive Carmel Indiana 46032 3177057979 (phone) 3177057980 (fax) Engineer: , y 0 , C� / G 0 N W � E Np � � O � c �n � N � c o � ° � E ^ D Q O � c o u V ^ � m E � ; � U n ; Developer: P E D C O R �� �� DEVELOPMENT CO. Project: � •� � � � }/ M � �A`) � � W � � � O � U `� � � � � � � O � � � � U .�/�� � \ V 2 Set Issue Date Sheet Issue Date 04115/19 04115/19 �fKWs By: ChecRRd By: Last Revision Date: No. �ate �escription 0 Project Number: Sheet Title: STEEL FRAMING DETAILS Sheet Numbec S��O � MEI 16054 U