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HomeMy WebLinkAboutAA364 WALL SECTIONS AREA A H-JProject: 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 AA364 WALL SECTIONS AREA A H-J Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 32 32 32 32 32 32 32 32 32 32 H 4 AA566 6 AA566 7'-5 7/8" 2'-4 5/8" 24'-0" 13'-9" TO BOTTOM OF CFS HEADER INSULATED CFS HEADER BEAM REF. S-SERIES DRAWINGS (TYPICAL) SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING FUTURE BULKHEAD FRAMING NOT INCLUDED IN THIS BID SET, SHOWN FOR CLARIFICATION ONLY SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING PREFINISHED METAL CORNICE EIFS CORNICE 6" CFS STUDS @ 16" O.C. CFS TRUSS REFRENCE S-SERIES DRAWINGS SEE DETAIL 4/AA704 FOR FIRE RATED ROOF ASSEMBLY METAL SHINGLE ROOFING 1 1/2" METAL DECK REF. S- SERIES DRAWINGS COMPOSITE DECK REF. S-SERIES DRAWINGS BATT INSULATION PREFINISHED METAL CAP OVER 3/4" FIRE TREATED PLYWOOD, REF. 19/AA701 HORIZONTAL EXPANSION JOINT +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor 2 AA566 18'-0" 12'-0" +16'-0" +14'-0" METAL RAILING SEE 5/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS WEATHER BARRIER EIFS VENEER VAPOR BARRIER BATT INSULATION FABRIC AWNING, BY TENANT 8" CFS STUD WALL W/ EXTERIOR SHEATHING STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) CONC SLAB EPS FOAM PAVING EIFS VENEER WEATHER BARRIER DEEP LEG TRACK DIRECT APPLIED FINISH SYSTEM, OVER 5/8" EXTERIOR SHEATHING EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS BRICK VENEER COLUMN ENCLOSURE BEYOND STONE BASE BEYOND CFS SOFFIT FRAMING BATT INSULATION CFS SOFFIT FRAMING, HANG FROM FLOOR ABOVE CFS BRACING AS REQUIRED SOFFIT HEIGHT CEILING HEIGHT CFS CLIPS, TYPICAL STEEL PLATE, FOR FUTURE AWNING SUPPORT ATTACHMENT, REF S-SERIES DWGS +2'-0" 1 First Floor +20'-0" 2 Second Floor +32'-0" 3 Third Floor HORIZONTAL EXPANSION JOINT 2 AA566 18'-0" 12'-0" +14'-0" METAL RAILING SEE 4/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS EIFS VENEER VAPOR BARRIER BATT INSULATION FABRIC AWNING, BY TENANT DEEP LEG TRACK 8" CFS STUD WALL W/ EXTERIOR SHEATHING STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) CONC SLAB EPS FOAM EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS 8" OR 10" CMU GROUTED SOLID, REF ENLARGED PLANS FOR LAYOUT & SPECIFIC SIZES, REF S- SERIES DWGS PAVING CONC. SLAB, N.I.C. ALUMN. STOREFRONT BATT INSULATION DRYWALL, N.I.C. EFIS VENEER WEATHER BARRIER INSULATED HEADER BEAM, REF S-SERIES DWGS BOT OF HEADER +2'-0" 1 First Floor +20'-0" 2 Second Floor +32'-0" 3 Third Floor HORIZONTAL EXPANSION JOINT EIFS FLOOR BAND SEE DETAIL 8/AA566 TYPICAL 27 6 AA566 4 AA566 7'-5 7/8" 2'-4 5/8" 24'-0" 13'-9" TO BOTTOM OF CFS HEADER SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING PREFINISHED METAL CAP OVER 3/4" FIRE TREATED PLYWOOD, REF. 19/AA701 INSULATED CFS HEADER BEAM REF. S-SERIES DRAWINGS (TYPICAL) SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING FUTURE BULKHEAD FRAMING NOT INCLUDED IN THIS BID SET, SHOWN FOR CLARIFICATION ONLY CORNICE WITH BUILT-IN GUTTER HORIZONTAL EXPANSION JOINT CFS TRUSS REFRENCE S-SERIES DRAWINGS SEE DETAIL 4/AA704 FOR FIRE RATED ROOF ASSEMBLY 6" CFS STUDS @ 16" O.C. METAL SHINGLE ROOFING 1 1/2" METAL DECK REF. S- SERIES DRAWINGS BATT INSULATION ALUMINUM WINDOW EIFS CORNICE +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor 2 AA566 7'-3" 7'-3" 18'-0" 12'-0" 1" 3 1/2" 4" 4" 4'-8 1/8" METAL RAILING SEE 4/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS TO BOTTOM OF CFS HEADER TO BOTTOM OF CFS HEADER METAL RAILING WEATHER BARRIER EIFS VENEER VAPOR BARRIER FABRIC AWNING, BY TENANT DEEP LEG TRACK 8" CFS STUD WALL W/ EXTERIOR SHEATHING STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) CONC SLAB EPS FOAM EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS 6" SOLID OR GROUTED SOLID CMU BELOW GRADE, BLOCK CONFIGURATION VARIES AT PLAZA SIDE, SEE PLAZA LEVEL BLOCK LAYOUT PLAN 8" CMU, GROUTED SOLID, REF S-SERIES DWGS PAVING CONC. SLAB, N.I.C. STONE BASE FLASHING & WEEPS VAPOR BARRIER DRYWALL, N.I.C. WEATHER BARRIER BRICK WALL TIES, TYPICAL BATT INSULATION HORIZONTAL EXPANSION JOINT BRICK VENEER 4" CMU BACK-UP +2'-0" 1 First Floor +20'-0" 2 Second Floor +32'-0" 3 Third Floor 1" 1 1/4" 1 1/2" 27 4 AA566 6 AA566 24'-0" 13'-9" SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING PREFINISHED METAL GUTTER CFS TRUSS REFRENCE S-SERIES DRAWINGS SEE DETAIL 4/AA704 FOR FIRE RATED ROOF ASSEMBLY METAL SHINGLE ROOFING 1 1/2" METAL DECK REF. S- SERIES DRAWINGS EIFS VENEER PREFINISHED BRAKE METAL TRIM CFS FRAMNIG AS REQUIRED EIFS BRAKCKETS PREFINISHED METAL CAP OVER 3/4" FIRE TREATED PLYWOOD, REF. 19/AA701 HORIZONTAL EXPANSION JOINT +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor 27 4 AA566 6 AA566 24'-0" 13'-9" TYPICAL HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK OR STUD ATTACHEMNT CLIP SEE S- SERIES DRAWINGS EIFS CORNICE PREFINISHED METAL GUTTER 6" CFS STUDS @ 16" O.C. CFS TRUSS REFRENCE S-SERIES DRAWINGS SEE DETAIL 4/AA704 FOR FIRE RATED ROOF ASSEMBLY METAL SHINGLE ROOFING 1 1/2" METAL DECK REF. S- SERIES DRAWINGS SEE SHEET AA504 / AA505 FOR FIREPROOFING AND CFS FRAMING PREFINISHED METAL TRIM CFS FRAMINIG AS REQUIRED EIFS BRACKETS PREFINISHED METAL CAP OVER 3/4" FIRE TREATED PLYWOOD, REF. 19/AA701 HORIZONTAL EXPANSION JOINT +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor 2 AA566 18'-0" 12'-0" +16'-0" +14'-0" METAL RAILING SEE 4/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS WEATHER BARRIER EIFS VENEER VAPOR BARRIER FABRIC AWNING, BY TENANT 8" CFS STUD WALL W/ EXTERIOR SHEATHING STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) CONC SLAB EPS FOAM PAVING EIFS VENEER WEATHER BARRIER DEEP LEG TRACK DIRECT APPLIED FINISH SYSTEM, OVER 5/8" EXTERIOR SHEATHING EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS BRICK VENEER COLUMN ENCLOSURE BEYOND STONE BASE BEYOND ALUMN. STOREFRONT GRANITE BASE, REF 15/ AA545 FOR PROFILE EIFS VENEER 4" SOLID OR GROUTED SOLID CMU BELOW GRADE 8" CMU, GROUTED SOLID, REF S-SERIES DWGS CFS SOFFIT FRAMING, HANG FROM FLOOR ABOVE CFS BRACING AS REQUIRED SOFFIT HEIGHT CEILING HEIGHT BOT OF HEADER CFS CLIPS, TYPICAL CFS KICKERS @ EA STUD 8" CFS STUD WALL, HANG FROM FLOOR ABOVE +2'-0" 1 First Floor +20'-0" 2 Second Floor +32'-0" 3 Third Floor +14'-0" INSULATED CFS HEADER, REF. S-SERIES DRAWINGS HORIZONTAL EXPANSION JOINT EIFS FLOOR BAND SEE DETAIL 8/AA566 TYPICAL STEEL PLATE, FOR FUTURE AWNING SUPPORT ATTACHMENT, REF S-SERIES DWGS SCALE: 3/8" = 1'-0" 3 WALL SECTION AA364 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 WALL SECTION AA364 0 2' 4' 6' SCALE: 3/8" = 1'-0" 1 WALL SECTION SCALE: 3/8" = 1'-0" AA364 0 2' 4' 6' 4 WALL SECTION AA364 0 2' 4' 6' 12.12.08 JPM, JDR BAB, JAW A305A, A.310A 06.29.09