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HomeMy WebLinkAboutAA124 PARTIAL PLANS EAST 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 AA124 PARTIAL PLANS EAST AREA C 18-19 Bid Set 09/08/08 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 25 26 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A 23 23 23 23 23 23 23 23 23 23 23 23 23 26 18 19 R 5 AA124 5 AA124 6 1/4" 6" 1'-4" 6" 7 1/2" 7 1/2" 6" 5'-6" 9'-6" 9'-6" 5'-6" 6" 7 1/2" 7 1/2" 6" 6 1/4" 6" 1'-4" 1 AA335 4 AA335 1 AA335 3 AA335 2 AA335 1 AA218 W05 W05 S6Di VBRK2 VEFIS S6Di VBRK2 VEFIS DR01 EXHAUST HOOD ABOVE, SEE BLDG. ELEVS. SIM. OPP. HAND REF SHEET AA504 FOR STEEL FIREPROOFING DETAILS HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB REF SHEET AA504 FOR STEEL FIREPROOFING DETAILS HEAD HT. = +8'-3" ABOVE STRUC. SLAB SIM. OPP. HAND 18 19 R 5 AA124 5 AA124 6 1/4" 6" 1'-4" 6" 7 1/2" 7 1/2" 6" 5'-6" 9'-6" 9'-6" 5'-6" 6" 7 1/2" 7 1/2" 6" 6 1/4" 6" 1'-4" 1 AA335 4 AA335 1 AA335 3 AA335 2 AA335 1 AA218 W05 W05 S6Di VBRK2 VEFIS S6Di VBRK2 VEFIS SIM. OPP. HAND DR01 EXHAUST HOOD ABOVE, SEE BLDG. ELEVS. SIM. OPP. HAND REF SHEET AA504 FOR STEEL FIREPROOFING DETAILS HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB REF SHEET AA504 FOR STEEL FIREPROOFING DETAILS HEAD HT. = +8'-3" ABOVE STRUC. SLAB 18 19 R 6 AA124 7 AA124 6 AA124 2'-3" 4 1/8" 5'-7 3/8" 3 5/8" 3'-3 1/2" 3 5/8" 8'-1/2" 3 5/8" 3'-3 1/2" 3 5/8" 5'-7 3/8" 4 1/8" 2'-3" 6" 5'-9" 2'-4 1/4" 6" 5'-9" 2'-4 1/4" 1 AA335 4 AA335 1 AA335 3 AA335 2 AA335 1 AA218 S6A VBRK2 S6A VBRK2 METAL METAL METAL S6A S6A CFS STUD FRAMING, DORMER OVERBUILD OUTLINE OF COPING ABOVE PROVIDE VENTS ON REAR WALL (METAL PANELIZED WALL) REF TO S-SERIES DWGS FOR BEARING CONDITIONS FOR CFS STUDS AND TRUSSES ON ROOF DECK EXTERIOR SHEATHING SIM. OPP. HAND CFS STUD FRAMING, DORMER OVERBUILD STANDARD SHUTTERS W/ EIFS SURROUND STANDARD SHUTTERS W/ EIFS SURROUND PREFIN. MTL. GUTTER LOCATION OF D.S. SIM. OPP. HAND 18 R 19 #DrgID #LayID #DrgID #LayID 1 AA335 4 AA335 1 AA335 3 AA335 2 AA335 1 AA218 SIM. OPP. HAND PREFIN. MTL. COPING STANDING SEAM METAL ROOF FACE OF FRAMING BELOW FACE OF FRAMING BELOW PREFIN. MTL. GUTTER BELOW SIM. OPP. HAND SNOW/ ICE GUARDS 19 R.6 2'-3" 6" 7 1/2" 7 1/2" 6" 3'-4" 1'-4" 1'-1/4" 1'-4" 5/8" GYPSUM BOARD (N.I.C.) 8" METAL STUD @ 16" O.C. 8" METAL STUD @ 16" O.C. DRYWALL (N.I.C.) 5/8" EXTERIOR SHEATHING LINE OF PARAPET CAP ABOVE WEATHER BARRIER STEP IN PARAPET ABOVE MASONRY VENEER W/ 2 1/4" AIR SPACE EIFS VENEER (1 1/2" THICK) ADJACENT FACADE VAPOR BARRIER BACKER ROD & SEALANT STEEL ANGLE (SEE STRUC. DWGS.) STEEL ANGLE (SEE STRUC. DWGS.) SLAB EDGE & BACK OF STEEL ANGLE (SEE STRUC. DWGS.) BACKER ROD & SEALANT SLAB EDGE & BACK OF STEEL ANGLE (SEE STRUC. DWGS.) STEEL ANGLE (SEE STRUC. DWGS.) R 18 6'-3" 1'-1 1/2" 1'-1 1/2" E.O.D. REFER TO STRUC. DWGS. CONTROL JOINT 2'-4" 1 AA335 COPING ABOVE BACKER ROD & SEALANT PREFIN. MTL. PANEL STEEL CHANNEL ASSEMBLY, BELOW CFS TRUSSES & BRICK VENEER, REFER TO STRUC. DWGS. BRICK VENEER EXTERIOR SHEATHING 6" CFS STUD WALL 2 1/4" AIR SPACE LOCATION OF D.S. (THIS SIDE ONLY) PREFIN. ALUM. GUTTER EDGE OF STANDING SEAM METAL ROOF CFS TRUSS, REF TO A200 SERIES DWGS BRICK VENEER AIR SPACE ADJACENT FACADE 5/8" EXT. SHEATHING MTL. FLASHING 5/8" EXT. SHEATHING R 6'-3" 1'-1/4" 6 3/4" 2'-9 1/4" 6 3/4" 3'-10 3/4" 6 1/4" 3 AA335 ROOF LINE ABOVE PREFIN. MTL. PANEL STEEL CHANNEL ASSEMBLY, BELOW CFS TRUSSES, REFER TO STRUC. DWGS. PREFIN. MTL. GUTTER EDGE OF STANDING SEAM METAL ROOF CFS TRUSSES BELOW, REF TO A200 SERIES DWGS ROOF PLANE INTERSECTION PVC TRIM 5/8" THICK PVC PANEL 2- STANDARD 15" x 47" PREFIN. SHUTTERS 6" METAL STUD 3 5/8" METAL STUD 3 5/8" METAL STUD SILL LINE BELOW SCALE: 1/4" = 1'-0" 2 THIRD & FOURTH FLOORS AA124 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 2ND FLOOR AA124 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIFTH FLOOR AA124 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 ROOF LEVEL AA124 0 2' 4' 8' SCALE: 1" = 1'-0" 5 R-18 2ND, 3RD, & 4TH FLR PLAN DETAIL AA124 0 0.5' 1' 2' SCALE: 1" = 1'-0" 6 R-18 ROOF PLAN DETAIL AA124 0 0.5' 1' 2' SCALE: 1" = 1'-0" 7 R-18 DORMER DETAIL AA124 0 0.5' 1' 2' 09/08/08 02.07.09 A300C.2 EJD LGA