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Home My WebLink AboutA12-12-Skybridge-Parking-Garage-Enlarged-Details-Rev.1� ELEVATOR DOOR JAMB (WRAP) _ _ GeraqeSouNLaval2 ,,,�_s. ELEVATOR �OOR SILL SILL ANGLE BV ELEVATOR SUPPLIER PRECAST EMBE� - REFER TO BP #h PRECAST WALL, REF. STRUCTURAL (� Elevator poor Sill '— iV2•_7��• FLUMINUM STOREFRONT DOOR BFRAME SHIMS, AS NEE�ED. PE PREFINISHEO BREAK METAL BV CURTAINWALLMANUFACTURER. CLEARSPACEBETWEEN PRECASTSTRUCTUREAN� CURTAINWALL (TVP ) �� .-. P4.8 Y /\ P4.4 II — � — CLIP CURTAINWALL TO PRECAST STRUCTUREATEACHFLOOR (TYP� 2 4th Floor En SEALANT, BOTH SIDES. RETURN GVPSUM BOARD TO DOORFRAME. SEE PARTITION TWES FOR WALLCONSTRUCTION. COLUMN.SEESTRUCTURALIN BID PACKAGE #4. FIRE TREATED W00� BLOCKING SHIMS, AS NEE�E�. AUTOMATIC BI-PARTING �OOR �REFERENCEDOORSCHEDULE AND SPEQRCATIONS i.�r_� 1V2•'_7'0•' ALUM. BRAKE METAL TRIM TO COVER GAP BETWEEN DOOR FRAME AN� PRECAST COLUMN BY CURTAIN WALL SUPPLIER PRECAST CONCRETE COLUMN SEE STRUCTURAL �WGS (BP It4) AW M. BRAKE METAL TRIM BV CURTAIN WALLSUPPLIER-WRAPBLOCKINGAND � EXTEN� BEYON� WINDOW FRAME raEarEo w000 a�ocrcwc ALUM. CURTAIN WALL WINDOW SYSTEM � P4.4 Y VI CONTINUOUS SEALANT (BOTH SI�ES) THIS FACE TO FOLLOW THE SLOPE oF rHE eaiocEino�ncENr STRUGTURALSTEEL(NOTPLUMB). SEALANT. BRI�GE STRUCTURE SEE BUILDING PACKAGE#4. HANDRAIL SEE HANDRAIL DETAILS FOR A��ITIONAL INFORMATION. AWMINUM CURTAIN WALL WITH 1" INSULATED GLASS. SEE ELEVATIONSIGLAZING ELEVATIONS FOR A��ITIONAL INFORMATION. 3" , 412" COLUMN ENCLOSURE E%TENDS BEYOND FACE OF COLUMN BASE BELOW (ON THIS SIDE OF W WMN ONLV) METALSTUD FRAMINGASREQUIRED (COORDINATE STUD GAUGE AND SPECIFIC STU� FRAMING LOCATIONS W/ COLUMN COVER SUPPLIER) SHIM AS REQ'� VERTICAL JOMT COVER, TYP PRECASTCONCRETECOLUMN-SEE STRUCTURAL DWGS (BP if4) PRE-FINISHE� ALUM. COLUMN COVER CONCRETE COLUMN ENCLOSl1RE BASE BELOW-EXTEN�SOUT1'BEVON�FACEOF WLUMN ENCLOSURE ABOVE, TYPICAL 1 P4 8 Z_0• i n�J � x i _ Skybridge - Column Base Detail 1 1l2"= 1•_0" CONTINUOUS SEALANT TERMINATION BAR SET IN MASTIC EXTEN�FULLVA�HERE�ROOF MEMBRANESYSTEM UP FACE OF PRECAST TO TERMINATION BAR RIGID INSULATION (MINIMUM 3 12"THIGKNESS) PRERNISHED METAL COPING NJO LAVERS OF 3/4" EXTERIOR �GRADEPLYWOOD ANCHOR CLEAT TO TOP OF � PLYIN00�, BOTH SIDES TOP OF PRECAST t1 150'-11 VT' PRECASTCONCRETESTRUCTURE. — SEEPARKINGGARAGE STRUCTURALDRAWINGS. EXTEN� FULLY ADHERED ROOF MEMBRANESYSTEM - UPFACEOFPRECASTAND ACROSS TOP OF WALL TAPERE� INSULATION � -REFERENCE ROOF PLAN ALUM.DOORSVSTEM ------- BACKER R0� & SEALANT METAL ROOF DECK. I A�HEREGVPBOAR�TOPRECAST STRUCTURALSTEELSEE � COLUMNATFRAME STRUCTURALDRAWINGS BLOCKING AS REQ'D I 5/8" GVP BOARD PE 5/8"GYPSUMBOAR� 21/2" METAL 6TUD FRAMING i \ � BACKER ROD & SEALANT �BOTH THIS FACE OF GYPSUM BOAR� SIDESOFFRAME SLOPESSLIGHTLVTOMATCHTHE � BRIDGESTRUCTURE. / 2112" META� L FRAMING- C SUSPENDED ACOUSTICA I CEILING WITH 2" AXIOM TRIM. _ � w o ' CONCRETECURBBELOW > > a W F TREATEDBLOCKING � v"'i M BATTINSULATION B�SIS' TYP 8' -10" A F.F. BACKER ROD & SEALANT 5/0" ERT SHEATHING W/ AIR & 112„ WATER BARRIER CONCRETE COW MN ENCLOSIIRE BASE BELOW-E%TENDSOUTI"BEVONDFACEOF Ep Ep COLUMNENCLOSUREE%TENDS COLUMN ENCLOSURE ABOVE TYPICAL BEYON� FACE OF CO W MN 1"NP BASEBELOW�ONTHISSIDEOF WALLBEYON�SLIGHTLVSLOPES 1 1/2" RIGID INSULATION BOARD COLUMN ONL1� TO MATCH BRIDGE STRUCTURE 1"TYP 2 8" METALSTUD FRAMINGASREQUIRED VERTICALJOINTCOVER,TYP PRE-FINISHEDALUM.COLUMN �mnoninielv cn in r.ei ir.F nnin COVER RELEA5E0 FOR CONSTRUCTION S"'"""SRE°° Suhjec� �o compliance with all regula�ions o4S�a�eantlLocalCodes ;t Floor Enlarged Plan City of Carmel ��n��Vl�.Na�l,r�_ ,.,�._p.. � onrE: 06/11 /20 ] 1l4" t 13/8"t 518" GVPSUM BOARD 2" INSULATED METAL PANEL BASE EXTRUSION BY METAL PANELMANUFACTURER. PREFINISHE� BREAK METAL HEAD TRIM CONT. RETAWER EXTRUSION BV IMP SUPPLIER -COLORIFINISH TO MATCH METAL PANEL CONT.BACKERRODAN�SEALANT Skybri 1 �/2"- ��-0" ,o. . r i . ... . _ . . . CONT. ALUMINUM STOOL EXTRUSION TRIM BV CURTAIN WALL MANUFACTURER Gara e SoWh Level2 111 5" 3 5/B" METAL STUD FRAMING AT 12" O.C. (SECURE STII� TRACK TO CONCRETE FLOOR SLAB AN� AT EN�S OF STU� WALL TO ADJOINING WALLS AT EAST AND WEST ENDS) 5/8" GYP BOAR� OVER Sl8" FIRE RATE� PLVW00� REFER TO RNISH PLANS FOR WALL BASE PRECASTCONCRETESTROCTURE PA / TWO LAYERS OF 310" EXTERIOR 6RA�E PLVW00� ANCHOR CLEAT TO TOP OF PLYW00�, BOTH SIDES nuroMnnc suoiNc 000a sys.eM ALUM. THRESHOLD (BY DOOR SUPPLIER) TO COVER EXPANSION JOINT Gara e Soulh Level d _ 134' 1" REFER TO BP p4 FOR STRUCTURAL WPoRMATION PREFlNISHE� METAL COPING TO MATCH METALWALLPANELS CLIP6"METALSTU�FRAMINGBACKTO PRECASTBEAM PRECASTPANEL�BEVOND) METALSTUD FRAMINGASREp'� 1112"METALSTUDHATCHANNELSAT1fi" (COORDINATESTU�GAUGEAN�SPECIFIC 0 C. MAX (COORDINATE STU� GAUGE AN� STUD FRAMING LOCATIONS W/ METAL SPECIFIC CHANNEL FRAMING LOCATIONS PANEL SUPPLIER) W/ METAL PANEL SUPPLIER 2" INSULATE� METAL PANEL EXTEN�FULLYADHERE�ROOF MEMBRANESYSTEM TREATE�1%WRAPPE�W/BRAKEMETAL UP FACE OF PRECAST AN� TRIM TO MATCH METAL PANELS ACROSSTOPOFWALL -EXTEN�MTLTRIMBEYONDWINDOWFRAME TAPERED INSULATION (NO MINIMUM 2" SMOOTH INSULATED METAL PANEL REpUIRE��-REFERENCEROOFPLAN -REFERTOREFLECTE�CEILINGPLANS FOR REVEALLOCATIONS PA 1 1l2' METAL STU� FURRING AT 1fi" O.C. MAX (COORDINATE STU� GAUGE AND SPEqRC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER PRECASTCONCRETESTRUCTURE. SEE PARKING GARAGE STRUCTIIRAL DRAWINGS. BACKER R0� & SEALANT, BOTH SI�ES. SHIMS, AS NEEDED. AW MINUM STOREFRONT WIN�OW SYSTEM (� Head Detail 1 U2"=1'_0" AWMINUM STOREFRONT WIN�OW PA SYSTEM �" ��p" I SHIMS,ASNEE�ED. SELF-ADHERING FOIL FACE� FLASHING. EXTEND 3" MIN. BACKER ROD 85EALANT, BOTH sioEs CONTINUOUSSILLTRIMTOMATCH �' % sroREFRONTwiNoow � I — PRECASTCONCRETESTRUCTURE. I SEE PARKING GARAGE STRl1CTURAL DRAWINGS 2x TREATE� WOOD BLOCKING 1 112" METAL STU� HAT CHANNELS AT 1fi" 0 C. MAX (COOR�INATE STU� GAUGE AN� SPECIFlC CHANNEL FRAMING LOCATIONS W/ METAL PANEL SUPPLIER 2" INSULATED METAL PANEL 5 Sill Detail �— ivz..,�,_o.. ALUM. CURTAIN WALL WIN�OW SYSTEM REFER TO EXTERIOR ELEVATIONS PoR GLAZING TVPE ATfACH CONT. CEILING SYSTEM E�GE ANGE TO TOP OF WINDOW MULLION SUSPEN�E� ACOUSTIC CEILING SYSTEM Skybri 1 1/2,._ �._�.. I � � � I � � ly � I � I � � SIISPEN E�ACOUSTICCEILING 6/8"GYP �OARD(RETURNTO PRECAST BEAM ABOVE CEILING� 6" MTL STU� BOX HEADER TREATED iX BLOCKING BACKER ROD 8 SEALANT -BOTH SI�ES OF FRAME SHIM AS RE�'D ALUM. CURTAIN WALL WINDOW SVSTEM REFER TO EXTERIOR ELEVATIONS FOR GLAZING TVPE - Curtain Wall Detail - Curtain Wall Detail 21/2" METAL FRAMING. BRACE TO PRECAST. AS NEEDE�. ACOUSTICAL CEILING TILE - - - - r - - - - METALSTU�BOXHEADER SEALANT, BOTH SI�ES 518" PLYWOOD ISHIMS,ASNEEDED. ALUMINUM STOREFRONT SVSTEM Skybridge - Curtain Wall Detail 1 1/2•= 1•_��• (� Wall Base Detail (� Skybridge - Column Base Detail i vz.., i,o. i vz,., „o.. METALSTUD FRAMINGASRE�UIRED (COOR�INATESTUDGAUGEAND � PE SPECIFIC STUD FRAMING LOCATIONS WI COLUMN COVER SUPPLIER) PRE-FINISHE� AWM. COLUMN COVER I �� p^ �� SHIM AS REQD � I 11/2"METALSTU�HATCHANNELSATI6" COWMNCOVER SLOTTE�MOUNTWG I O.G MAX(COORDINATE STU� GAUGE AN� �-,_,�,� � CLIP BY COLUMN COVER SUPPLIER I I SPEQFIC CHANNEL FRAMWG LOCATIONS W/ METAL PANEL SUPPLIER CONL ENCLOSURE RING AT BASE BY I I COWMNCOVERSUPPLIER I 2"INSULATEDMETALPANEL — PRECASTCONCRETESTRUCTURE. m+ � — — SEE PARKING GARPGE � � m' PREFINISHE� CLOSURE FLASHING, STRUCTURAL �RAWINGS. — MATCH PANEL FINISH CONCRETECOLUMNENCLOSUREBASE ' _ GaraoeSmthLevell EXTEN�SOUT1"BEVON�FACEOF _ N � � � 4 . ,.�p., 100'-1" WWMNENCLOSUREABOVETYPICAL r � WRAPBOTTOMOFMETALSTU� �� Gara e5ou�hLeveN � FURRING WITH PREFINISHE� BREAK 100' � 1" —� �- METALTRIM- I I I � � —iii iii ii iii i— „ . I •2�3" ^ I I I I I�li li I I MSKTD & Associates ArchitecNre I Engineering I Interior Design 1115 Magnavox Way I 930 Nohh Meritlian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 31].917.1190 www.msk�dcom U •� �/� U �f � O W W � _ � � /�/'�� Vi O " .� � O � w �A 1 _ U O o m � L � � � � .� U V � � � � � N � � � � .o � � � � L a I� U � � PROJECTNO. DATE 7382 12-12-19 REV. DATE 1 ASI #23-BP4.1 0430-20 SET DESCRIPTION BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package SHEET TITLE Skybridge/Parking Garage Enlarged Details SHEETNUMBER Al2-12 �— PRECASTCONCRETESTRUCTURE.SEE PARKING GARAGE STRUCTURAL �RAWINGS. (� Coping Detail 1 12" _ 1' 0" 2" , �1 VT' �_�" �