Loading...
HomeMy WebLinkAboutA312 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 A 3 12 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review 1235 A B C D E A B C D E 1235 FF 4 4 NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSEA5 A312 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor +72'-6 1/8" 7 High Roof VARIES EXTERIOR LAMP W/ MASONRY SURROUND EIFS PILASTER CAPITAL 1 BRICK VENEER BRICK WATERTABLE 1" RIGID INSULATION CONC. FOUNDATION, REF. S-SERIES DWGS. POST TENSIONED SLAB, REF. S- SERIES DWGS. FOR STRUCT. EMBED DETAILS AT FLOOR STRUCT. EIFS CORNICE PROFILE W/ PVC MEMBRANE OVER PLYWOOD W/ METAL DRIP EDGE R-21 HD BATT INSULATION EIFS PILASTER CAP 8" METAL STUD EXTERIOR WALL WITH EXTR GYPSUM SHEATHING SIM. T/ GYPCRETE MINERAL WOOL INSULATION CONTINUOUS, MIN. 2' ABOVE ROOF TRUSS. B/ ROOF TRUSS 49'-6" T/ GYPCRETE 28'-2" T/ GYPCRETE E5 A312 C5 A312 C3 A312 A4 A321 A4 A312 B6 A313 38'-10" EIFS ARCHITECTURAL PILASTER FRAMING & BLOCKING TO SUPPORT PILASTER EIFS CORNICE PROFILE OVER WOOD FRAMING WOOD STUD EXTERIOR WALL, REFERENCE S- SERIES FOR STRUCTURAL REQUIREMENTS. CONTINUOUS BRICK RELIEF ANGLE SUPPORTING WOOD FRAMING AT PILASTER. C4 A312 A4 A312 A4 A321 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. A5 A312 1'-0"3"2 1/4"4'-0 3/4"3 3/4"5 5/8"6 3/8"8"3 7/8"8 1/4"60'-2 1/16" 61'-2 1/16" 61'-7 5/16" 65'-11 55/64"EIFS CAPITALBASEEIFS COLUMNCAPITAL2'-11 3/8"EIFS PILASTER CAPITAL 1 FRAMING & BLOCKING TO SUPPORT PILASTER BACK CUT EIFS TO MATCH EP610 B AS REQ. MTL. FLASHING GFRC PILASTER WRAP A4 A312 A5 A312 1'-0"3"4'-6 3/4"5 5/8"6 3/8"8"4"2 3/8"9 1/4"3 3/8"3'-5 1/8"3 1/4" 4'-7 3/8" 4'-11 3/8" 5'-3 7/8" 6'-1 5/8"EIFS CAPITALBASEEIFS COLUMNCAPITAL 1EIFSCORNICEABOVECAPITAL2'-4 1/2"1'-3 1/4"2X4 EXTERIOR WALL W/ EXTERIOR SHEATHING ABV. STUD FRAMING EIFS CORNICE BELOW BRICK VENEER EIFS PILASTER BASE A2 A312 4 3/4"3'-6 1/2"4 3/4"1'-1"EIFS PILASTER 2X6 EXTERIOR WALL W/ EXTERIOR SHEATHING A2 A312 8 5/8"1"3"1"7/8"1 1/8"3/4"3'-4 7/8"3/4" 6'-1 5/8" EIFS COLUMN CAPITAL 2X EXTERIOR STUD WALL EIFS CAPITAL BASE BELOW EIFS CORNICE ABOVE CAPITAL A2 A312 9 5/8"5 5/8"9 3/8"1'-1 3/8"9 3/8" 3 5/8"1 3/8"1'-4 1/4"1'-9 1/4" 2X4 EXTERIOR WALL W/ EXTERIOR SHEATHING EIFS PILASTER BASE BELOW STUD FRAMING EIFS PILASTER EIFS CORNICE BELOW BRICK VENEER 2'-0 3/8"3"9'-5 5/8"3"5'-5 7/8" 4'-4" E20 E37 C4 A312 E5 A312 C5 A312 7'-2 1/8" 16'-7 1/2" 17'-4 3/8" 19'-1" 20'-2 1/4"3'-4 1/2"2 7/8"9'-5 7/8"2 7/8"6 5/8"1'-4 1/8"4 1/2"18'-8 9/16" LIMESTONE BACK FOR LIGHT FIXTURE EIFS PILASTER BASE DETAIL BUILT OVER WOOD FRAME BOX. CONTINUOUS BRICK RELIEF ANGLE USED FOR WOOD BACK-UP SUPPORT. EIFS COLUMN BASE MEETS EP2.13 PREFABRICATED FRAMING & SHEATHING DESIGNED, FABRICATED, & INSTALLED BY A DELEGATED DESIGN CONTRACTOR EP2.13 CORNICE PROFILE E5 A312 C5 A312 9 1/4"5 1/2"9 1/8" SCALE: 3/8" = 1'-0" A2 Wall Section A312 0 2'4'6' NOT TO SCALE B1 Perspective A312 SCALE: 3/4" = 1'-0" A4 Pilaster Capital 1 A312 0 1'2'3' SCALE: 3/4" = 1'-0" A3 Pilaster Capital 1 Elevation A312 0 1'2'3' SCALE: 1" = 1'-0" E5 Column Base Plan A312 0 6''1'2' SCALE: 3/4" = 1'-0" A5 Pilaster Capital Plan A312 0 1'2'3' SCALE: 1" = 1'-0" C5 Column Shaft Plan A312 0 6''1'2' SCALE: 3/4" = 1'-0" C3 Pilaster Base 1 Elevation A312 0 1'2'3' SCALE: 3/4" = 1'-0" C4 Pilaster Base 1 A312 0 1'2'3'