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Home My WebLink AboutS-602 - OFFICE - FRAMING DETAILS - 01' '. � _ COLUMN PER PLAN � ,3 , CANOPY BEAM—COLUMN CONNECTION 9, ENTRANCE CANOPY — BEAM TO COL. CONN �.., 5 EC2 i 1•• = 1• 0•• 5 EC2 i 1•• = 1• �•• '� 5-602 COLUMN REINFORCING NOT SHOWN FOR CLARITV ` SHEAR TAB CONNECTION � ' ' '- , I , BEAM,SEEPLAN � — CONCRETECOLUMN, - .. SEE PLAN o — � — ..__ 1 --� .. � _ _. CJPWELD.TYP. ��E F ��I = BEAM PER PLAN �- ---- ��... � . I � � 5B"THICKFLANGEPLATE - 314"THICKROLLE�EMBED � � - � T/STEEL WI(e)1"SLIPCFITICAL � PLATEWI(18�ll2'%5"LONG " ' � -� �� A325 BOLTS � � HEAD STUDS .. . ., � � � � , , m O � � � O ' . ._ . � , O SHEARTAB -...._I , O - - O CONNECTION �' m' �� \ 5" 10" 5" � m' _ - - 1 �/��,21�8' .. � T— — ` � . . - BEAM,SEE PLAN COLUMNREMFORCMG NOT �: A ��t SHOWN FOR CLARITV . � COLUMN PER PLAN - �� ,4 , CANOPY BEAM—COLUMN CONNECTION ,o . ENTRANCE CANOPY — BEAM TO COL. CONN � s�� ,.=,_o. s�z ;' ,.=,._o. COLUMN REMFORCMG NOT � SHOWN FOR CLARITV � r �q � 3-SIDES, , _ TYP. T/STEEL � SEE PLAN S_602 CONCRETECOLUMN, SEE PLAN — LBx4x3B X 16" LONG SEE DETAIL i 5IS-602 314" THICK ROLLED EMBED LAxAx3/8X]"LONG,ABOVE FORHSS6EFMT0 PLATEWI(12)il2"X4" AND BELOW H55 BEAM EMBED PLAN . LONG HEA� STU�S CONNECTION , - . � H55 BEAM. SEE PLAN � H55 BEAM,SEE �� P�N HSS BEAM, SEE � ' __ J.— _- -_- - PLAN � �" - " 1 — 1�P_ � E.5 � - - � : � � - - ' . . ._ �� — � � __ _. - .-�1u ,� ,' _�� . ^.�}� _:..-_ :::_ -�.., � o T I�. �. � 12"THICKFLANGEPLATE � - O' f W/ (6J 3/4" SLIP GRITIGAL � �� A325 BOLTS �' m....J_. V 11B�.i 21B � o � — �- BEAM,SEE PLAN � I '� . I BEAM CONNECTION 6" 8" 6" � � � BEVOND � � � � ...C........, J � ROLLED EMBED PLATE, SEE OTHER VIEWS FOR - WFORMATION ;,5 , HSS BEAM TO EMBED CONNECTION „ ENTRANCE CANOPY - BEAM TO COL. CONN �.. g.Epp - q• = 1�_�• .. S�E01 - 1• - ��-0• SLAB REINFORCING NOT SHOWN FOR CLARITV 9" X 1'-6" X 3IA" TH ICK EMBED PLATE W/ (8) 1l2" X 8" LONG HEFD STUDS, MATCHVERTICALPOSITIONINGOF � STUDS FROM DETAIL ----- 195-602 --- E.5 ' _5.I iP�S. i I_'� ' � I�_ COLUMN REINFORCING NOT 1 ]IS^ `21/8" ` SHOWN FOR CLARITY � 1 � BEAM, SEE PLAN 3� ' � _ ;-- - — r'. — r� ' N il2"ENDPLATEWITHBEVEL � —1 RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes CityofCarmel =TA�L �I `��¢m�' lamn�Ml1 � onrE: 09/19/19 ,3 � 5-602 ' COLUMN REMFORCMG NOT SHOWN FOR CLARITV — CJP WELD,TYP. . . CONCRETECOLUMN, SEE PLAN � BEAM PER PLAN � I � I �E�� , . . TISTEEL -� -., � ♦ � II � � � � SEEPLAN SB"THIGKFLANGEPLATE ' � - ,'� � � 314"THICKROLLEDSTEEL WI (6) 1" SLIP CRITICAL _ EMBED PLATE WI (18) 112" Q A325 BOLTS '�- "-� `" XS" LONG HEA� STU�S '� - - II� O SHEARTAB �I ' � � � � II O CONNECTION r`o� � - I O - _ u � I� SLAB REINFORCING NOT SHOW N FOR CLARITI' n� 9'•X2'3'•X3I0"THICK - EMBED PLATE Wl (10J 1/2" X 6" LONG HEAD STUDS � � � � � � AAf PLAN: ,2 , CONNECTION DETAIL S fC1 .'� 1• = 1• 0• 1/2" END PLATE W ITH BEVEL FORFIELDPJP WELD I ♦ � 1R"ENDPLATE PT SLAB, SEE PLAN COORDINATE POST-INSTALLED ANCHOR LOCATIONS WITH MILD REINFORCING STEEL AND PT STRANDS W ITHM ELEVATED CONCRETE SLABS PT SLAB, SEE PLAN - T/SLAB EL. , � � 1]Y 8" w' L3X3Xi14 x 0'-6 LG. -' . ��p^X10"X10" BASE CLIPANGLEEACH pLATEW/(4)1/2" FACEOFHSSTUBE DW.HILTIKB3 EXP.ANCHORS H554X4X1/4 L4X4X1/4x0'-6" W/ � HORIZ SHORT SLOTTED HOLESAND (2) 1/2" DIA. CURTAIN WALL CAST-IN CURTAIN WALL SUPPORTANCHOR, COORDINATE PLACEMENT WITH CURTAIN WALL MANUFACTURER � � TBLAB EL. � SEE PLAN .� ;� � � ..0 � � PTSLAB,SEEPLAN SLAB REINFORCING NOT SHOW N FOR CLARITY A325THRUBOLTS I I — � 351DES,TYP. a 1/4" 1" GAP. � Q I I � M � i. � ' '`..I �� Q x � T/STEELEL. �_ � N� 116'-0"-SECONDFLOOR 0 129' - 6" - TH IRD FLOOR 143' - 0" - FOURTH FLOOR m� a �' ,56'.6'.F'FT"F`°°R 4 TYP. CURTAIN WALL SUPPORT L3X3X1/4 x 0 3 LG -'.... I I $�e ;' p. _ �. Q.. CLIPANGLEEACH �.... . .- FACE OF HSS TUBE —(2) VY DIA. HILTI � ' ' ' 3 51�ES, TYP. 1/4" KB3 EXP. ANCHORS ��r HSSQXQXIIQ � 1112" I I �_�11'P � r 1I2"X10"X10" BASE I I PLATE WI (4) il2" �` DIA HILTIK63 I �J-L ��-��3/i6" EXP.ANCHORS � TISLAB EL. 95 0" FTG SLAB, SEE PLAN � � ELEVATOR STEEL ELEVATION SEC1 i 3/4" = 1'-0" (8) k8 BARS TOP TOP BARS, SEE REMF. PLAN FOR MORE INFORMATION : #45TIRRl1PAT9"O.C. �TT/SLAB EL. SEE PLAN i.- � "Z" SHAPED BARS. #SAT 24" OL. - —(6) #6 BARS BOTT. EXTEND 3'-0" MTO SLAB e, SECTION AT SLAB EDGE ��. Sfi01 % 3/4•• = 1•-0•• EMBED PLATE � r PT SLAB, SEE PLAN PJP z ' I a� � j w �� CURVEDHSS � BEAM BEVOND, SEE PLAN SLAB REINFORCING NOT �� 2" END PLATE SHOWN FOR CLARITV 3/16"� SECTION A�A: =1/2. . I�I irc U TVP. il4" ��'.� I ' HSS4X4X1/4AT I � Y-0" O.C.. TYP. ,L 10" _ 212 I T/WALI �EL � .... �� SEE ARCH DWGS. � i^ TVP. a � � ' �, � r-, ' 0 JI 8" X 8" X 1/2" THICK EMBED PLATE W/ (4) V2" DIA. X 4" LONG HEADEDSTUDS � T/SLAB EL. SEE PLAN SLAB REMFORCMG NOT � SHOWNFORCLARITV T � PT SLA6, SEE PLAN ' #3HAIRPINREINF. ATANCHORS � � 18" ROOF FRAMING PLAN NOTES O INDICATES NOTE REFERENCED IN PLAN 1. SEE GENERAL STRUCTURAL NOTES (5-100) AND TYPICAL FRAMING DETAILS (5-601) FOR ADDITIONAL INFORMATION. 2. T/STEELELEVATION-SEEPLAN T/WALL ELEVATION = SEE ARCH 3O ROOF DECK SHALL CONSIST OF 1 1/2" 22 GA., W IDE RIB, PAINTED STEEL ROOF DECK NULCRADT DECK TVPE 1.5622 OR APPROVED EQUIVALENT). DECK M UST SPAN A M INIMUM THREE (3) SUPPORTS - TW O SPAN CONDITION OR GREATER. FASTEN DECK TO SUPPORTS AS FOLLOWS: AT SUPPORTS: 3N4 PATTERN W/5/8" DIA. PUDDLE WELDS ATSIDELAP3 (2)k10TEKSCREWS AT PARALLEL ATTACH MENTS: 5/8" PUDDLE W ELDS AT 12" O.C. 4O CONTRACTOR SHALL COORDINATE W ITH ELEVATOR MANUFACTURER FOR LOCATION OF HOIST BEAM. 5. 8-X DENOTESMASONRYLMTEL,SEESCHEDULEONTVPICALMASONRYDETAILSSHEET � 9'-2 1/8" � 9'-9 1/4" � , AT BEAM ., �1�.BEARMG.TYP. 1 1 m� ,._,. �� w � m � � " < , � <, -- w � �o v � � m Z X j� ' �w � � 2 � N '...8 602; X � , ' SEENOTE 47 1 TVP. 3 HSSSXSX3I8, CONT. � I� ; ROOF LEVEL PENTHOUSE PLAN S.E� :�� ,�4.._ ,._�.. 1/4" 2-12 16" W IDE X 1/2" THICK STEELPLATE,CONT.FULL LENGTH OF HSS BEAM AWALL, SEE H. DWGS. LAB,SEE PLAN SLAB REINFORCMG NOT SHOWN FOR CLARITY ...,VIDE BLOCKOUT IN TOP OF SLAB AS REQUIRED FOR NANAWALL BASE RAIL, COORDINATE SIZE AND LOCATION W ITH WALLMANUFACTURER 5 TYP. NANAWALL SUPPORT s�, ,' ,.=,._o.. 1" ?VP. d �'� �> � 'r � 8"XS"Xil2"THICK — -r EMBED PLATE WI (4) T�P 1/2" DIA. X 4" LONG ��4, 5, ,�HEADEDSTUDS — t. T/SLABEL. � SEE PLAN � p50�o � �� 5"XS"X3I8"THICK f�� PLATE � L3X3X1/4 AT Y- 0" O.C., TYP. 3-SIDES, L3X3X1/4 BRACE AT END HANGER AT ryp, � ��4,� � EACH SID OF PARTITION STACK. ' EXTEND FROM BOTTOM OF HANGER TO TOP OFADJACENTHANGER �¢ � � � t��.. CEILING EL. 7 SEEARCH. DWGS. — CEILING LINE — MCSX8.5 (PUNCH AS REQ'D FOR PARTITION SUPPORT), TYP_ 6. TYP.FOLDING PARTITION WALL SUPPORT SE02 ;' 3/4•• = 1• �•• SEE CMU SCHEDULE FOR BOND T/WALLEL. � _� 6EAMLOCATIONS SEE P� ROOF DECK, SEE PLAN TISTEEL EL. � SEE PLAN SEEARCH.DWGS.FOR � EXTERIOR FINISH � PENTHOUSE SECTION �.... S.E� ; ,.. _ ,._�.. TNVALLEL. S SEE PIAN TISTEEL EL � SEE PLAN SEE ARCH. DW GS. FOR EXTERIOR FINISH 3 , PENTHOUSE SECTION2 ... S�fC1 .' 1•• = 1• �•• ¢`. 3' I � X 3 4'- 3" _ L3X3Xi14, CONT. 3/8" DIA. HILTI HLC SLEEVE ANCHOR AT 24" O.C. CMU WALL, SEE PLAN SEE CMU SCHEDULE FOR BOND RFAM I OCATIONS ECK, SEE PLAN I, CONT. ,LL, SEE PLAN ZP Investments, LLC Office North Illinois St Carmel, IN 46032 ON/n¢I ZP Investments, LLC 11460 N Meridian Sheet Carmel, IN 46032 317-705-5050 Architect RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Stmchral Engineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317-324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850 Priority Way S. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SEAL�DATE O6/21/19 .�,Nttasuuuai �� - 'D� STAiE OF � �" oF�S�ONAIEaG`� '� :,��ry� ninn v i)�� r � SHEETISSUE 1 Issued for Construction r�, RAT I O mnwoxrnarcerxer�arecruw��rno�nonecnnocw��vnoeo �nncanro�nce u u u**o.xewere uu.w.xen.o,wwmres. rvp rvo saenrc� r�so o�ru c.orvuraFuoFwnxou.aaoawa..vuwrvsvu.o�a..o PROJECT NO. 18087.001 SHEET TITLE OFFICE - FRAMING DETAILS - 01 SHEETNUMBER S-602