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HomeMy WebLinkAbout029_VS405 - SECTIONS AND DETAILS.pdfAxLPRECAST DOUBLE TEE#5 x1'-6"x1'-6" DOWELS @ 12" OCREINFORCED TOPPING SLABDT BEARING PADS BY PCMANUFACTURERT/SLAB+(SEE PLAN)T/SLAB+(SEE PLAN)T/SLAB+(SEE PLAN)SEE ARCH FORTOPPING BUILD UPT/W +1' - 8"VCW8SW1"EMBED VERTICALS 2'-6"INTO WALL BELOWSEE 2/VS403AT DT BEARINGVCW12AxLCMU WALL(MW) NICSLABBEAMDBL TEET/SLAB+(SEE PLAN)#5 x @ 12" OC1'-4"1'-3"1'-3"T/W +1' - 8"THRESHOLD EXTENSION N.I.C.VCW12xLBEAMSLAB#5 x @ 12" OC1'-4"1'-3"1'-3"SEE ARCH FORTOPPING BUILD UPT/SLAB +0' - 7"T/W +1' - 8"SEE ARCHITECTURAL A407 FORPANEL RELIEF AND GEOMETRY FORTAPERED BARRIER WALL, NOMINAL10" AT BASE.EPOXY DOWELS 6" INTO BASEVCW10VCW12L3X3X3/8L6X4X3/8HORIZ RESTRAINTWELDED TO EMBEDFIELD DRILLFOR PINSFIELD SET RELIEFANGLE ELEVATIONSSEE ARCH FOR SOFFITFRAMINGCONFIGURATION,362S162-54 TYP5/16TYP5/16 3TYPRELIEF ANGLESEMBEDS: 4'-0" OCTOP: PL 1/2x10"x12" w/ (6) 1/2"x6" HSBOTTOM: PL 1/2x10"x9" w/ (4) 1/2"x6" HS1' - 0"9"TYP1 1/2"6"SEE EMBED ELEVEMBED ELEVATION15BEAMDBL TEESLABT/SLAB+(SEE PLAN)#5 x @ 12" OC1'-4"1'-3"1'-3"T/SLAB +0' - 3"T/WALL VARIES w/STREETSCAPE PROFILE.COORD w/ ARCH & CIVILADJACENTPARKINGSTRUCTURE NOTSHOWN.J.2T/SLAB+(SEE PLAN)BEAMDBL TEESLAB#5 x @ 12" OC1'-4"1'-3"1'-3"SEE ARCH FORTOPPING BUILD UPT/SLAB +0' - 7"T/W +1' - 8"SEE ARCHITECTURAL FOR PANELRELIEF AND GEOMETRY FORTAPERED BARRIER WALL, NOMINAL10" AT BASE.VCW10VCW12EPOXY DOWELS 6" INTO BASESEE PLANSEE PLANSEE 3/VS405J.25VS3022"2"2"SEE 2/VS403BEARING PADS BY PRECASTER#5 x1'-4"x1'-6" DOWELS @ 12" OCREINFORCED TOPPING SLAB(3)#9 TIES FROM TOPPING SLAB ATEACH EAST/WEST WALL OF STAIRS.EMBED ABOVE WALL w/ 180deg HOOK,20' INTO PLAZA TOPPING SLAB.#4 TIES @ 6" OC AT OPENING,1"(4) #8 w/ STD HOOKS EA END EXTEND2'-6" INTO WALLS EA END.(4) #8 w/ STD HOOKS EA END EXTEND2'-6" INTO WALLS EA END.(3) #6 EA FACEVSOG10N10VS4053"4"4"4"4"4"4"4"4"4"(12) #5 HAIR PINANCHORS @ 6" OC.J.2T/SLAB+(SEE PLAN)DBL TEEBEAMSLABCOLUMNBEYOND#5 x @ 12" OC1'-4"1'-3"1'-3"BRG PADS BYPC MFRT/W +1' - 8"1x148"2' - 8"SEE ARCH FOR EXPANSION JOINT.EXISTING STRUCTUREPLAZA BUILD-UP LAYERS,SEE ARCHITECTURALPRECAST BEAM AND DT ELEMENTS, SEE PLAN#5 x @ 12" OC1'-4"1'-3"1'-3"5"3"T/W +1' - 8"VCW1214BEAMBRG PADS BYPC MFR#5 x @ 12" OC1'-4"1'-3"1'-3"SLAB2'-0"2'-0"1'-0"3".#5 x@ 12" OCDTDTT/SLAB +0' - 3"T/SLAB +0' - 0"SHORE MAKE-UP REGIONAS REQD TO POURJ.2SEE 6/VS405(2) #5 CONTOVER LOUVERFOR BEAM ABOVE OHD2' - 10 1/4"VCW12(3)#9 FROM PLAZA TOPPING10"3' - 0"#5 HAIRPIN ANCHORS1"T/LDG -3' - 4"T/DBL TEE -0' - 6"4DT3332LB484DT33 w/ DAPPED STEMSVCW24 RETURN FORBEAM SUPPORTVCW16 DT SUPPORTSEE 2/VS403COORD DT BRG PLATESw/ PC MANUFACTURERLAYOUTEXTEND ALL WALL HORIZONTALS TOFAR SIDE OF VCW24 SEGMENT2"2"2"13VS405MW8 WALL NOT SHOWN FOR CLARITY1.7AxL12VS405SEE 1/VS405FOR INFORMATIONNOT INDICATEDDT STEM ON CIPCONSTRUCTIONDT STEM ON PC LBEAM BEYONDPC BEAM ON CIP BEYONDCIP WALL SEGMENT ATBEAM BEARING BEYONDSSROCPROFE.AIGNNIOLAERERSASTATE OF860325NNIDNo.AENIRMIEDEGNTSEYMOCDEc E R282216H111717 East 116th Street, Suite 200Carmel, Indiana 46032Structural Engineers317-580-0402www.mccomaseng.comMcCOMASENGINEERINGMEI 15102Sheet Number:Sheet Title:Set Issue DateLast Revision Date:Drawn By:Sheet Issue DateChecked By:THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL ANDPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015JAMES R. STUTZMAN, AIA, Carmel, Indiana.COPYRIGHT & OWNERSHIP OF DOCUMENTSProject Number:Engineer:PEDCOR DESIGN GROUP LLCArchitecture / Project Management:355 City Center DriveCarmel Indiana 46032317.705.7979 (phone)317.705.7980 (fax)MEI 15102KEY PLANVETERANS WAYSCALE: NTSBy:Developer:Project:PLAN NORTHVETERANS WAYEXTENSIONCarmel, IN 46032SECTIONS ANDDETAILSVS405CONSTRUCTIONDOCUMENTKLS JRH04/29/16 04/29/16SCALE:VS405 3/4" = 1'-0"1SECTIONSCALE:VS405 3/4" = 1'-0"2SECTIONSCALE:VS405 3/4" = 1'-0"3SECTIONSCALE:VS405 3/4" = 1'-0"4SECTIONSCALE:VS405 3/4" = 1'-0"5SECTIONSCALE:VS405 3/4" = 1'-0"6BEAM AT OHDSCALE:VS405 3/4" = 1'-0"11SECTIONSCALE:VS405 3/4" = 1'-0"8SECTIONSCALE:VS405 3/4" = 1'-0"9SECTIONNo. Date DescriptionSCALE:VS405 3/4" = 1'-0"7LOUVER OPENINGSCALE:VS405 3/4" = 1'-0"10ANCHORAGE SECTIONSCALE:VS405 3/4" = 1'-0"12PC AT WALLSCALE:VS405 3/4" = 1'-0"13SECTION