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HomeMy WebLinkAboutA303 Wall SectionsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Wall Sections 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 PUBLISHED 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 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A303 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review A B C D E 1 1 2 2 3 3 4 4 5 5 6 6 A B C D E NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSE0" 12'-6" 23'-0" 33'-6" 43'-6" C.I.P. CONCRETE WALL, REF. S-SERIES DWGS CONC. FOUNDATION, REF. S-SERIES DWGS. 8" ARCHITECTURAL PRECAST CONC. WALL W/THIN BRICK VENEER POST TENSIONED CONC. COLUMN, REF. S-SERIES DWGS. 8" ARCHITECTURAL PRECAST CONC. WALL WITH ACID ETCH FINISH SIMULATED LINTLE ACID ETCH FINISH FRAMED INSET ORNAMENT SET INTO ROUND OPENING PREFIN. MTL. GUTTER GRADE, REF. C-SERIES DWGS. CONCRETE COLUMN BEYOND, REF. S-SERIES DWGS. PAINTED STEEL BEAM, REF. S-SERIES DWGS. STANDING SEAM MTL. ROOFING OVER W.P. UNDERLAYMENT OVER 3/4" PLYWD. DECKING. PREFIN. MTL. FLASHING CONC. RAMP SLAB, REF. S-SERIES DWGS. CONC. RAMP SLAB, REF. S-SERIES DWGS. BARRIER CABLE RAILING, REF. S-SERIES DWGS. 16 12 7 12 8" ARCHITECTURAL PRECAST CONC. WALL W/THIN BRICK VENEER 8" CAST STONE SILL THIN BRICK VENEER AT SIDES OF OPENING- TYP. CFS TRUSS, REF. S-SERIES DWGS. PAINTED STEEL COLUMN, REF. S-SERIES DWGS. 1 1/2" MTL. DECKING, REF. S-SERIES DWGS. LINEAR MTL. PANEL CEILING G.9A 8" ARCHITECTURAL PRECAST CONC. WALL W/THIN BRICK VENEER IN RADIAL PATTERN AROUND ORNAMENT MDF ROOM WALL BARRIER CABLE RAILING, REF. S-SERIES DWGS. LIGHT FIXTURE, REF. E-SERIES DWGS. GB SOLAR PANEL ARRAY NOTES: 1. PROVIDE MINERAL WOOL INSULATION (ROCKWOOL) INSIDE CFS BOX HEADERS AND CRIPPLE STUD CAVITIES SO ENTIRE WALL IS INSULATED. 2. PAINT ALL EXPOSED STEEL LINTELS WITH COLOR SPECIFIED BY ARCHITECT. 3. PROVIDE STAINLESS STEEL LINTELS WHERE SUPPORTING LIMESTONE. 4. FOR EIFS CORNICE PROFILES, SEE SHEETS A321, A322, AND A323 5. ALL STEEL AND ALUMINUM ON BALCONIES IS PAINTED W/ TNEMEC SYSTEM. 6. INSULATE THE CAVITIES IN STOREFRONT SYSTEMS BETWEEN FRAMES. SPRAY FOAM SHIM SPACES FOR AIR TIGHT SEALS. 7. REFER TO EIFS DETAILS FOR TYPICAL EIFS REQUIREMENTS AND OTHER REQUIREMENTS IMPLIED WHEN ADJOINING OTHER SYSTEMS. 8. WOOD BLOCKING AND PLYWOOD AT TYPE I CONSTRUCTION ARE FIRE RETARDANT TREATED, INCLUDING ANY WOOD ON THE LOW ROOF AND PARAPETS AT THE SECOND FLOOR, ALONG WITH CORRESPONDING COPING AND PARAPET DETAILS. 9. USE PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING AT ROOF SIDE OF PARAPETS AND PANELS AT ROOF WALLS, PORCH WALLS OR CANOPY AREAS. 10. PROVIDE AIR MOISTURE BARRIER PER MANUFACTURE’S REQUIREMENTS. DETAILS AT TRANSITIONS FROM WALLS, SLABS, LEDGES, FLASHINGS AND OPENINGS REQUIRE SPECIAL ATTENTION. COMMON DETAILS ARE SHOWN IN VARIOUS WALL SECTIONS DETAILS, WINDOW, DOOR AND STOREFRONT DETAILS, AND THE A500 SERIES. 11. SPACE IN EIFS CORNICE PROFILES INDICATES FRAMING DELEGATED FOR COORDINATION BETWEEN FRAMERS AND EIFS SUPPLIER. 12. PROVIDE MORTAR NET AT THE BASE OF EACH MASONRY VENEER WALL ABOVE ANY WALL FLASHING. METAL MATERIAL THICKNESSES Reference items covered by specifications 07 71 00 and 07 62 00 Unless Noted Otherwise -METAL COPING .050" ALUMINUM, 22 GA GALVALUME -FLASHING ABOVE BRICK BASE STAINLESS STEEL -EIFS LEDGE CAPPING and .05" ALUMINUM, 22 GA. GALVALINE BALCONY EDGE FASICA AND CAPS -ROOF EDGE FLASHINGS .032" ALUMINUM, 24 GA. GALVALUME GUTTER BOARD TRIM, ROOF EDGE FASCIA -OTHER ALUM. VENEER ELEMENTS .05" ALUMINUM, 22 GA. GALVALUME SCALE: 3/8" = 1'-0" E4 Garage Wall Section A303 0 2'4'6' E1 Perspective A303