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HomeMy WebLinkAboutAA530 PLAN 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 AA530 PLAN 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN Monday, November 10, 2008; 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 22 22 22 22 22 16.1 R 1'-4" 1'-43/4" 5" 3/8" 1/2" 21/8" 1'-01/4" 1'-21/2" 5" 3/8" 1'-91/4" 3/8" 3" 3/8" 1'-103/4" 1 AA320 3" STONE VENEER MASONRY VENEER 5/8" GYPSUM BOARD COLUMN REFERENCE S- SERIES DRAWINGS 8" METAL STUD @ 16" O.C. 8" BATT INSULATION 8"CMU WALL BACKER ROD AND SEALANT BACKER ROD AND SEALANT CURTAIN WALL SYSTEM 5/8" GYPSUM BOARD 5/8" EXTERIOR SHEATHING STONE VENEER MASONRY VENEER, SEE DRAWINGS FOR FACADES WEST OF COLUMN LINE R. GRANITE OR DOMOLITIC LIMESTONE BASE, BELOW 16.1 R 2" 1 AA320 EIFS VENEER PRE-FINISHED METAL COPING ABOVE, EXTEND FULLY TO BRICK VENEER WALL 5/8" EXTERIOR SHEATHING BACKER ROD AND SEALANT WHERE COPING PENETRATES EIFS CORNER DETAIL CFS STUDS AND STEEL CHANNELS REFERENCE S- SERIES DRAWINGS FOR SPACING EIFS AND MASONRY VENEER AT FACADE WEST OF COLUMN LINE R. SLOPED ROOF MEMBRANE MEMBRANE SLEEVE, SEE EIFS DETAILS ON SHEET AA701. ROOF MEMBRANE UP AND UNDERNEATH METAL COPING 16.1 16 35/8" 13/8" 3" 35/8" 13/8" 73/4" 3'-73/4" 41/4" 31/2" 31/4" 2" 13/8" 2" 2'-323/64" 31/2" 31/2" 3'-0" 31/2" 8" 1'-0" 1'-73/4" 1'-73/4" 8" 1'-03/4" 4'-0" 5'-83/4" 31/2" 41/4" 1'-1" 1'-21/2" 41/4" 31/2" 3" 6" 1'-21/8" 73/8" 3 AA320 LINE OF WATERTABLE BELOW MASONRY VENEER, NIC. SEE BID SET P.300. 6" CMU WALL 8" CMU WALL STONE VENEER W/ 1 1/4" AIR SPACE LINE OF WATERTABLE BELOW 4" DIA. PVC DOWNSPOUT BELOW. 16.1 16 R.3 6 AA539 4'-7" 13/4" 11/2" 1'-07/8" 31/4" 63/16" 513/16" 513/16" 63/16" 31/4" 2'-67/8" 1'-51/8" 31/4" 3'-4" 31/4" 75/8" 4" COORD. W/ CURTAIN WALL 3 AA320 GUTTER OUTLET TO 4" DOWNSPOUT EIFS VENEER CURTAIN WALL SYSTEM TREATED WOOD SHIMS, TYPICAL FLASHING UP SIDE OF VENEER CLADDING FROM GUTTER LINING. EXTEND 12" VERTICALLY WITH SEALED METAL REGLET. 3/4" BACKER ROD AND SEALANT BOTH SIDES, TYPICAL. STONE VENEER STONE CAP ABOVE MASONRY VENEER 12" CMU WALL, REFERENCE S- SERIES DRAWINGS FOR REQUIRED REINFORCING. 3" LIMESTONE VENEER, RETURN BACK TO JAMB. 4" DIA. PVC DOWNSPOUT BELOW. ALUM. CLAD WOOD SILL EPDM LINED GUTTER METAL RAILINGS AND STONE BALASTRADE IN FUTURE BID SET. 8" CMU WALL, REFERENCE S-SERIES DRAWINGS FOR REQUIRED REINFORCING. GRANITE OR DOMOLITIC LIMESTONE BASE, BELOW R.6 4 AA539 4 AA539 4 AA539 7 AA539 7 AA539 7 AA539 31/2" 41/4" 2'-81/8" 1'-8" 93/4" 41/4" 31/2" 31/2" 41/4" 2'-31/2" 41/4" 31/2" 71/8" 1'-11/2" 61/2" 3/8" FIELD CUT 5'-5" 31/2" 4'-10" 31/2" 3" 11/4" 1/2" 1'-67/8" 3/8" 3" 3 AA321 5 AA320 8" CMU WALL MASONRY VENEER PREFINISH .125 GA. ALUM. BRAKE METAL, BY CURTAIN WALL MANUFACTURER. BACKER ROD AND SEALANT EIFS VENEER 3/4" BACKER ROD AND SEALANT STEEL TUBE REFERENCE S- SERIES DRAWINGS 3/4" BACKER ROD AND SEALANT TO CURTAIN WALL DRYLINE TREATED WOOD SHIMS STONE VENEER STONE VENEER 17.1 R.6 4 AA539 4 AA539 4 AA539 41/4" 8" 5/8" 21/4" 2'-31/2" 41/4" 51/4" 1'-101/4" 11/4" 3" 71/8" 1'-31/2" 1'-11/2" 1'-105/8" 1'-27/8" 31/2" 3'-0" 31/2" 1'-01/4" 1'-93/4" 31/2" 1'-31/2" 3/8" 3" 1'-8" 93/4" 11/4" 61/2" 6 AA321 5 AA321 EIFS VENEER STONE VENEER 5/8" EXTERIOR SHEATHING 5/8" GYPSUM 8" CMU WALL BOARD C.I.P. CONC. COLUMN REFERENCE S- SERIES DRAWINGS 8" CMU WALL MASONRY VENEER 8" METAL STUD @ 16" O.C. BACKER ROD AND SEALANT 3/4" BACKER ROD AND SEALANT PREFINISH .125 GA. ALUM. BRAKE METAL, BY CURTAIN WALL MANUFACTURER. BACKER ROD AND SEALANT STEEL TUBE REFERENCE S- SERIES DRAWINGS 3/4" BACKER ROD AND SEALANT CURTAIN WALL SYSTEM MASONRY VENEER, REFERENCE FACADE DRAWINGS BETWEEN COLUMN LINES 17 TO 18 PARKING LEVEL AND FIRST FLOOR. TO CURTAIN WALL DRYLINE TREATED WOOD SHIMS R.6 15 AA539 15 AA539 15 AA539 4'-11/2" 3" 11/4" 4'-11/2" 41/4" 41/4" 1'-73/4" 2'-53/4" 4'-10" 3" 117/64" 2'-31/2" 41/4" 1'-73/4" 2'-53/4" 3 AA321 STONE VENEER EIFS VENEER 8" CMU WALL STONE VENEER GUTTER OUTLET TO 4" DOWNSPOUT 3/4" BACKER ROD AND SEALANT CURTAIN WALL SYSTEM MASONRY VENEER PREFINISH .125 GA. ALUM. BRAKE METAL, BY CURTAIN WALL MANUFACTURER. BACKER ROD AND SEALANT 3/4" BACKER ROD AND SEALANT STEEL TUBE REFERENCE S- SERIES DRAWINGS TREATED WOOD SHIMS STONE VENEER TREATED WOOD SHIMS 3/4" BACKER ROD AND SEALANT, BOTH SIDES 4" DOWNSPOUT FLASING UP SIDE OF VENEER CLADDING FROM GUTTER LINING. 17.1 R.6 1'-31/8" 1'-33/4" 3/8" 3" 3'-0" 2'-21/2" 1'-37/8" 51/4" 1'-101/4" 2'-53/4" 1'-8" 93/4" 6 AA321 5 AA321 EIFS VENEER STONE VENEER 5/8" EXTERIOR SHEATHING MASONRY VENEER, REFERENCE FACADE DRAWINGS BETWEEN COLUMN LINES 17 TO 18 PARKING LEVEL AND FIRST FLOOR. 8" CMU WALL 5/8" GYPSUM BOARD 8" CMU WALL MASONRY VENEER 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING BACKER ROD AND SEALANT BACKER ROD AND SEALANT PREFINISH .125 GA. ALUM. BRAKE METAL, BY CURTAIN WALL MANUFACTURER. BACKER ROD AND SEALANT STEEL TUBE REFERENCE S- SERIES DRAWINGS 3/4" BACKER ROD AND SEALANT CURTAIN WALL SYSTEM TREATED WOOD SHIMS R.6 1'-55/8" 1'-03/8" 75/8" 93/4" 4" 4" 2'-31/2" 1'-11/4" 1'-0" 3 AA321 5 AA320 EIFS VENEER 5/8" EXTERIOR SHEATHING 8" CMU 2 1/2" METAL STUDS @ 16" O.C. PARAPET CAP ABOVE EIFS OVERLAY ON PILASTER, SEE ELEVATION GABLE ROOF PARAPET CAP ABOVE 4" EIFS VENEER 6" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING 3/4" EIFIS ABOVE SHED SUPPORT ROOF. STEEL TUBE COLUMN. REFERENCE S- SERIES DRAWINGS. SLOPED SHED SUPPORT ROOF ABOVE ROOF MEMBRANE UP THE SIDE OF SUPPORT WALL. 3-5/8" METAL STUDS @ 16" oc. 17.1 R.6 21/8" 1'-55/8" 1'-01/4" 1'-51/2" 4" 1'-0" 1'-11/4" 51/4" 1'-101/4" 4" 6 AA321 5 AA321 CORNICE BELOW 8" METAL STUD @ 16" O.C. (SEE DRAWINGS FOR ADJACENT FACADE) 5/8" EXTERIOR SHEATHING (SEE DRAWINGS FOR ADJACENT FACADE) EIFS VENEER 5/8" EXTERIOR SHEATHING 8" CMU 2 1/2" METAL STUDS @ 16" O.C. PARAPET CAP ABOVE EIFS OVERLAY ON PILASTER, SEE ELEVATION GABLE ROOF 4" EIFS VENEER 6" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING 3/4" EIFIS ABOVE SHED SUPPORT ROOF. STEEL TUBE COLUMN. REFERENCE S- SERIES DRAWINGS. SLOPED SHED SUPPORT ROOF ABOVE ROOF MEMBRANE UP THE SIDE OF SUPPORT WALL. 3-5/8" METAL STUDS @ 16" oc. 1'-1 13/16" 3/4" 3 3/8" R 1'-6" R 1'-91/2" 2 AA321 RADIUSED LIMESTONE VENEER RADIUSED GRANITE OR DOLOMITIC LIMESTONE BASE 6" STUD FRAMING NOTE: TWO ACCEPTABLE STUD ORIENTATIONS. SCALE: 1" = 1'-0" 9 FIRST FLOOR PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 12 SECOND FLOOR PARAPET DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 3 PARKING LEVEL PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 FIRST FLOOR PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 5 PARKING LEVEL PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 1 PARKING LEVEL PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 FIRST FLOOR PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 4 FIRST FLOOR PLAN DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 11 SECOND FLOOR PARAPET DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 SECOND FLOOR PARAPET DETAIL AA530 0 6'' 1' 2' SCALE: 1" = 1'-0" 2 PARKING LEVEL PLAN DETAIL AA530 0 6'' 1' 2' A300C.1 11/07/08 jaw, ljs JRS, jaw