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HomeMy WebLinkAboutAA535 WALL SECTION DETAILS AREA CProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA535 WALL SECTION DETAILS AREA C Bid Set 04.21.06 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 21 22 BID SET A.310 B ISSUE, 10/24/08 BID SET A.220 C ISSUE, (various sheets revised) 09/19/08 BID SET A.200 PR.002 10/14/08 A.310.ASI.002 10/29/08 BID SET A.300 ADD.003 & A.400 ADD.001 11/07/08 MASONRY BID RELATED SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Thursday, January 22, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.300:A.300 CDS:Area C:A.300C-Plans.pln 17.1 18 R.6 1 A-A - 2 AA536 - 4'-87/8" 61/2" 1'-01/4" 20'-11/8" 20'-11/8" 16'-4" R.O. 3'-23/4" 3'-63/4" 1'-0" 1'-0" 11'-3 1/2" FROM COL. LINE TO C.L. OF DRAINS 3 5/8" CFS JOIST FRAMING @ 2'-0" O.C. 4'-81/2" 10'-0" 4'-81/2" 8" 8" 8" 8" CANOPY ANCHOR STONE HEADER METAL COPING 1 1/2" METAL DECKING, REFER TO STRUCTURAL RIGID INSULATION BOARD, BUILT-UP AND SLOPED TO INTERNAL DRAIN @ 1/4"/FT EPDM ROOFING MEMBRANE STEEL CHANNELS BELOW ROOFING, REF TO S- SERIES 3 5/8" CFS JOIST FRAMING AND BLOCKING AT 2'-0" O.C. EXTERIOR PLASTER CURTAIN WALL SILL 6" STEEL STUD FRAMING RETAINER CLIP 1 SECTION DETAIL 1/2"=1' A-A CURTAIN WALL SILL ENLARGED PLAN DETAIL @ FIRST FLOOR 1/2"=1' ENLARGED PLAN DETAIL 1/2"=1' EPDM ROOFING MEMBRANE STONE HEADER STOREFRONT WINDOW HEADER CURTAIN WALL SILL CLIP STUD FRAMING TO STRUCTURAL STEEL STEEL CHANNELS, REF TO S-SERIES FLUTED LIMESTONE WINDOW SURROUND 0.125" ALUMN. BRAKEMETAL CLADDING 0.125" ALUMN. BRAKEMETAL CLADDING 0.125" ALUMN. BRAKEMETAL CLADDING DOUBLE ROOF DRAIN W/ HEAT TAPE AT SUMP AND ON THE PIPE UP TO THE POINT IT ENTERS THE CMU, REF TO PLUMBING DWGs BACKER ROD & SEALANT, BETWEEN CANOPY CLADDING AND VENEER 5/8" EXTERIOR SHEATHING TREATED WOOD BLOCKING CFS KICKERS AT EACH STUD STEEL ANGLES, REF TO STRUCTURAL THRU-BOLTED PLATE ATTACHMENT, REF TO S- SERIES DWGS MISC 2X WOOD BLOCKING, REF S-SERIES DWGS 8" METAL STUD WALL W / 5/8" EXTERIOR STEEL TUBE AT JAMBS, SHEATHING REF TO STRUCTURAL BRAKEMETAL CLADDING SEAM BRAKEMETAL CLADDING SEAM SPACING 2 COATS, POST PAINT, SILVER GREY FINISH CFS KICKERS AT EACH STUD, SLOPED 1:1 ARRISCRAFT, SHADOW STONE, JASPER, ASHLAR COURSING PATTERN R.6 4 AA535 2 AA534 5 AA535 8" MIN 103/8" TOP OF SLAB 5'-55/8" TOP OF STEEL 6" 2'-0" 1'-0" CANOPY ANCHOR BEYOND 3 COURSES 8" CMU, REFER TO STRUCTURAL STONE HEADER EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY) 1 1/2" METAL DECKING, REFER TO STRUCTURAL RIGID INSULATION BOARD, BUILT-UP AND SLOPED TO INTERNAL DRAIN @ 1/4"/FT EPDM ROOFING MEMBRANE STEEL BEAM & CHANNEL , REF TO STRUCTURAL 3 5/8" CFS JOIST FRAMING AND BLOCKING AT 2'-0" O.C. EXTERIOR PLASTER SOFFIT OVER 5/8" CEMENTITIOUS BACKER BOARD EPS FOAM N.I.C. , REF TO STRUCTURAL CURTAIN WALL SILL STOREFRONT WINDOW HEADER REF TO S-SERIES DWGS 6" CFS JOIST FRAMING RETAINER CLIP CLIP 16 GAUGE STUD FRAMING TO STRUCTURAL STEEL DOUBLE ROOF DRAIN W/ HEAT TAPE AT SUMP AND ON THE PIPE UP TO THE POINT IT ENTERS THE CMU, REF TO PLUMBING DWGs FROM COL. LINE TO OUTSIDE FACE OF CHANNEL STEEL ANGLE & S.S. ROD, REF TO STRUCTURAL FASTEN CFS STUD FRAMING INTO EXISTING CONCRETE STRUCTURE TREATED WOOD BLOCKING 2 COATS, POST PAINT, SILVER GREY FINISH PLASTER REVEAL MOLDING DENS-GOLD FUTURE SLAB N.I.C., REF TO S-SERIES REF TO S-SERIES DWGS 5/8" EXTERIOR SHEATHING STEEL ANGLE, REF TO STRUCTURAL CFS KICKERS AT EACH STUD, SLOPED 1:1 STEEL ANGLES AND FASTENING HARDWARE, REF TO STRUCTURAL STEEL ANGLES, REF TO STRUCTURAL BACKER ROD & SEALANT COPING BEYOND CUT STUDS TO 15 DEG MIN 0.125" ALUMN. BREAKMETAL CLADDING 5/8" EXTERIOR SHEATHING 22 GA. PREFIN. METAL COPING, SLOPED AT 1" PER FOOT, OVER PRESSURE TREATED PLYWOOD 3/4" JOINT, W/ BACKER ROD & SEALANT LIQUID APPLIED WATER PROOFING, N.I.C. R.6 8" MIN FASTEN TO GROUTED CORE OR ANGLE ONLY 1 1/2" METAL DECKING, REFER TO STRUCTURAL EPDM ROOFING MEMBRANE, TURNED UNDER COPING AND RETURNED TO SILL, HOLD INSULATION AND ROOFING MEMBRANE TO 8" BELOW TOP COPING 3 COURSES 8" CMU, REFER TO STRUCTURAL SLOPED PREFINISHED METAL COPING 5/8" EXTERIOR SHEATHING 3 5/8" CFS STUD BLOCKING METAL COPING BEYOND FASTEN CFS STUD FRAMING INTO EXISTING CONCRETE STRUCTURE RIGID INSULATION BOARD , BUILT-UP AND SLOPED TO INTERNAL DRAIN @ 1/4"/FT STEEL ANGLE, REF TO STRUCTURAL EPS FOAM N.I.C. , REF TO STRUCTURAL FUTURE SLAB N.I.C., REF TO S-SERIES 3/4" JOINT, W/ BACKER ROD & SEALANT CUT STUDS TO 15 DEG MIN CURTAIN WALL SILL STEEL ANGLE, REF TO STRUCTURAL 5/8" EXTERIOR SHEATHING R.6 +10'-6" -0'-3" 5'-31/8" 2'-11/8" 2" 2'-2" 2" 2" 10" 2" 7" 8" 1'-0" 11/2" 11/4" 1" 21/4" 61/2" 1'-2" 1'-2" THRU-BOLTED PLATE ATTACHMENT, REF TO S- SERIES DWGS 0.125" ALUMN. BRAKEMETAL CLADDING 6" CFS STUD FRAMING PLATE ATTACHMENT THROUGH BOLTED INTO BLOCKING IN CFS STUD WALL 3/4" DIAMETER CANOPY ANCHOR CABLE 3/4" DIAMETER CANOPY ANCHOR CABLE 0.125" ALUMN. BRAKEMETAL CLAD CANOPY NOTE: ALL STEEL ANCHOR ELEMENTS ARE TO BE POWDER COAT FINISH 2X WOOD BLOCKING, REF ALL CORNERS OF PLATES S-SERIES DWGS HAVE RADIUS, R=2" FROM FACE OF STUD FRAMING CENTER OF ANCHOR ALL CORNERS OF PLATES R=2 1/4" 3 PLATES @ 1/2" THICK EA. 3 PLATES @ 1/2" EA. PLATE ASSEMBLY MADE UP OF 1, 1 1/4" AND 2 @ 1/2" THICKNESS CLEARANCE CRITICAL BETWEEN CANOPY CLADDING AND ANCHOR CABLE 4 3/4" BALL & 6 1/2" O.D. SOCKET CABLE ATTACHMENT 4 3/4" BALL & 6 1/2" O.D. SOCKET CABLE ATTACHMENT BACKER ROD & SEALANT, BETWEEN CANOPY CLADDING AND VENEER 5/8" EXTERIOR SHEATHING MISC 2X WOOD BLOCKING, REF S-SERIES DWGS THRU-BOLTED PLATE ATTACHMENT, REF TO S- SERIES DWGS 5/8" EXTERIOR SHEATHING THRU-BOLTED PLATE ATTACHMENT, REF TO S- SERIES DWGS REF TO WALL SECTIONS IN THIS AREA FOR WALL CONSTRUCTION INFORMATION BEYOND BREAKLINE OF ENLARGED DETAIL NOTE: GRIND MANUFACTURED STONE VENEER AS NEEDED TO ALLOW FLUSH FIT OF PLATE AND CONTINIOUS SEALANT NOTE: GRIND MANUFACTURED STONE VENEER AS NEEDED TO ALLOW FLUSH FIT OF CANOPY CLADDING AND CONTINIOUS SEALANT 2 COATS, POST PAINT, SILVER GREY FINISH ARRISCRAFT, SHADOW STONE, JASPER, ASHLAR COURSING PATTERN 113/8" 33/8" 11/2" 61/2" 11/2" 2'-41/2" 3/8" 31/8" 5/8" 51/4" 3/4" 3" PROFILE 1 PROFILE 2 PROFILE 3 21/2" SCALE: 1/2" = 1'-0" 3 ENLARGED CANOPY DETAILS AA535 0 1' 2' 4' SCALE: 1" = 1'-0" 1 FIRST FLOOR EAST AA535 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 4 SILL DETAIL AA535 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 2 CANOPY END ELEVATION AA535 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 5 BRAKEMETAL PROFILE AA535 0 6'' 12'' 18'' 06/27/08 06/27/08 A300C.1