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HomeMy WebLinkAboutA305 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 A305 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 F F NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSE4 1/2"3 1/2"9 3/8"7 7/8"MTL CORNICE PROFILE EP6.5 OVER PLYWOOD BLOCKING STOREFRONT W/ DOOR. REF. ELEVATIONS AND A600-SERIES SHEETS 6" PRE-FINISHED ALUM. GUTTER SUSPENDED TILE CEILING MILD STEEL FRAMING, SEE S- SERIES DRAWINGS 2X WD TOP PLATES STANDING SEAM METAL ROOF ON PLYWOOD SHEATHING OVER METAL ROOF DECK, REFERENCE S-SERIES DRAWINGS FOR DECK. METAL ROOF TRUSSES, REFERENCE S-SERIES DRAWINGS HEAVY GAUGE DECK EDGE BACKER ROD & SEALANT SUSPENDED TILE CEILING STANDING SEAM METAL ROOF ON PLYWOOD SHEATHING OVER 1 1/2" METAL ROOF DECK GWB OVER CFS STUD WALL SEALANT & BACKING ROD, 3/8" PRE-FINISHED METAL FLASHING OVER WOOD BLOCKING PVC MEMBRANE BELOW FLASHING W/ SUPPORT ROD ELEVATOR DOOR FRAME MILD STEEL FRAME, SEE S-SERIES DRAWINGS CONCRETE SLAB 2" EXPANSION JT. FILL EXPAN. W/ MINERAL WOOL INSULATION 8" CMU BLOCK WALL 3.5" CFS STUD WALL, GWB BOTH SIDES TUBE STEEL COLUMN BEYOND, SEE S-SERIES DRAWINGS CORE FILLED. REF. S-SERIES DRAWINGS FOR REINFORCEMENT CAP BLOCK W/ BULLNOSE EDGE STOREFRONT W/ DOOR. REF. ELEVATIONS AND A600-SERIES SHEETS CONCRETE FLOOR SLAB E3 A305 E5 A305 C3 A305 C5 A305 EIFS CORNICE PROFILE EP6.5 STOREFRONT W/ DOOR, REF. ELEVATIONS AND A600 SERIES SHEETS STANDING SEAM METAL ROOF FLASHING, BEYOND 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: 1 1/2"= 1'-0" C3 Elevator Lobby Section Detail A305 0 6''12''18'' SCALE: 1 1/2"= 1'-0" C5 Elevator Lobby Section Detail A305 0 6''12''18'' SCALE: 1 1/2"= 1'-0" E5 Elevator Lobby Section Detail A305 0 6''12''18'' SCALE: 1 1/2"= 1'-0" E4 Elevator Lobby Section Detail A305 0 6''12''18'' SCALE: 1 1/2"= 1'-0" E3 Elevator Lobby Section Detail A305 0 6''12''18'' SCALE: 1/2" = 1'-0" F1 Elevator Lobby Section A305 0 1'2'4'