Loading...
HomeMy WebLinkAboutA2.2 Vestibule Plan & Sections.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST LL 25-28.pln JAW/DJS LES/JRS/MC PEDCOR DESIGN GROUP, L.L.C. A2.2 Vestibule Plan & Sections 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 10'-4 3/8" 9 1/8" 1'-3 1/8" 6'-7 1/2" 9'-0" 3 A2.2 5 A2.2 3 A2.1 4 A2.1 6 A2.1 5 A2.1 100A 100B REMOVE GRANITE BASE AT DOOR LOCATION NEW VERTICAL FRAME MEMBER W/2-3/8" CAP. NEW DOUBLE DOOR, CUSTOM SIZE TO EXISTING FRAMED OPENING. EXISTING VERTICAL FRAME MEMBER. USE W/2-3/8" CAP. NEW CURTAIN WALL NEW DOUBLE DOOR INSIDE OF CURTAIN WALL INSIDE OF CURTAIN WALL FACE OF STONE BASE INSIDE OF CURTAIN WALL EXISTING FINISHED COLUMN EXISTING FINISHED COLUMN SIM. 2 A3.3 3 A3.3 4 A3.3 4 A3.3 4 A3.3 9'-6 3/8" x 6 1/2" 1 1/2" 1'-3 1/4" 1 7/8" 1 1/4" 1'-2" 1'-6" 1'-6" FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 8" CMU, TOP COURSE GROUTED WITH 2-#3 BAR CONTINUOUS. SEALANT NEW 4" REINFORCED CONC. SLAB. SITE PAVING, EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM 2" GRANITE PANEL GRANITE SILL YORK THRU-WALL FLASHING BACKER ROD & SEALANT FLASHING, INSERTED INTO GLASS POCKET EXISTING CONC. RIBBON SLAB NEW RAIL INSERTED WITH A 1-3/4" CAP, CONTINUOUS FOR THE WHOLE WIDTH OF WALL. #4 BARS @24" oc, GROUTED FULLY INTO CMU. R-21 BATT INSULATION EXISTING BOTTOM RAIL WATERPROOF MEMBRANE NEW WALL AND CABINET CONSTRUCTION. REFERENCE INTERIOR DRAWINGS FOR CONFIGURATION. 2" 1 1/8" 10" 2'-0" 2'-0" 4" 8" 4" 1'-6" 2'-0" REWORK PAVERS UP TO T/SLAB EDGE AND REGRADE OVER NEW CONC. MUD SLAB INFILL. REMOVE GLASS PANEL AND HORIZONTAL MEMBER AND REPLACE WITH NEW DOOR BEYOND. REMOVE GRANITE SILL AND BASE NEW CONC. RIBBON SLAB AT DOOR OPENING REMOVE BOTTOM RAIL NEW 4" REINFORCED CONC. SLAB. #4 BARS @16" oc, EMBEDDED INTO RIBBON SLAB AT DOOR OPEN'G WATERPROOF MEMBRANE EXISTING FOOTING REMOVE TOP COURSE OF CMU AT DOOR NEW CFS CEILING FRAMING AND GYPSUM SHEATHING . REFERENCING REFLECTED CEILING PLAN. EXISTING CFS FRAMING ADD BLOWN-IN INSULATION THROUGH OUT EXISTING TOP OF GARAGE STRUCTURE EXISTING SLOPED SLAB, DEMO SLAB AS REQUIRED FOR NEW FOOTING INSTALLATION. NEW LEVEL 4" REINFORCED CONC. TURN DOWN SLAB,OVER EXISTING SLAB AND NEW BACKFILL DOWN TO EXISTING FOOTING. NEW CFS HEADER IN EXISTING SOFFIT ATTACHED TO MASONRY PIER TO THE EAST AND NEW HEADER TO THE WEST. #4 BARS @24" oc AT TURNED DOWN SLAB CONT. #4 BAR ANY EXISTING CFS KICKERS MUST REMAIN. 1 -3/4" CAPS 1 -3/4" CAPS EXISTING SPRINKLER RUN WITH DRY PENDANTS THROUGH THE EXTERIOR WALL. COORDINATE WITH SPRINKLER CONTRACTOR FOR ANY REQUIRED MODIFICATIONS OF THE SYSTEM. THE SPRINKLER CONTRACTOR MUST NOTIFY THE ARCHITECT OF PROBLEMS THAT MAY AFFECT ARCHITECTURE AND INTERIOR DESIGN.NOTE SET THRESHOLDS IN ASPHALT MASTIC SPANNING RIBBON SLAB AND PAVERS. NEW SIGNAGE BY TENANT. EXTERIOR SIGNAGE MOUNTED AT AREAS OF FACADE WHERE THE BACKSIDE IS INACCESSIBLE MAY REQUIRE THE REMOVAL AND REPLACEMENT OF THE EIFS VENEER TO INSTALL NECESSARY BLOCKING AND SUPPORT IF THE EXISTING EXTERIOR SHEATHING IS NOT SUFFICIENT. COORDINATE WITH THE TENANT THE ITEMIZED COST FOR THIS EIFS REPLACEMENT. COORDINATE ATTACHMENT REQUIREMENTS WITH THE SIGNAGE CONTRACTOR AND THEIR CERTIFIED ENGINEER. REMOVE & STORE PAVERS FOR PEDCOR INVESTMENTS 1 A3.3 VAPOR BARRIER BETWEEN SLABS 3/4" CAPS REWORK PAVERS UP TO T/SLAB EDGE AND REGRADE OVER NEW CONC. MUD SLAB INFILL. REMOVE GLASS PANEL AND HORIZONTAL MEMBER AND REPLACE WITH NEW DOOR TO MATCH EXISTING DOOR AT ALUMINUM CURTAIN WALL WINDOW SYSTEM TO THE SOUTH. REMOVE, RESIZE AND REINSTALL GRANITE SILL AND BASE NEW CONC. RIBBON SLAB REMOVE BOTTOM RAIL NEW 4" REINFORCED CONC. SLAB. #4 BARS @8" oc, EMBEDDED INTO RIBBON SLAB EXISTING FOOTING REPLACE CAP WITH 1-3/4" CAP. REMOVE TOP COURSE OF CMU AT DOOR HAND FLAME ENDS OF GRANITE @BOTH SIDES OF DOOR. VAPOR RETARDER REVIEW INTERIOR DRAWINGS FOR NEW WALLS AND FURNISHINGS ALONG EXTERIOR WALLS. NEW SIGNAGE BY TENANT. EXTERIOR SIGNAGE MOUNTED AT AREAS OF FACADE WHERE THE BACKSIDE IS INACCESSIBLE MAY REQUIRE THE REMOVAL AND REPLACEMENT OF THE EIFS VENEER TO INSTALL NECESSARY BLOCKING AND SUPPORT IF THE EXISTING EXTERIOR SHEATHING IS NOT SUFFICIENT. COORDINATE WITH THE TENANT THE ITEMIZED COST FOR THIS EIFS REPLACEMENT. COORDINATE ATTACHMENT REQUIREMENTS WITH THE SIGNAGE CONTRACTOR AND THEIR CERTIFIED ENGINEER. NOTE SET THRESHOLD IN ASPHALT MASTIC SPANNING RIBBON SLAB AND PAVERS. EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM 5/8" DEEP CURTAIN WALL CAP NEW GLAZING EXISTING GLAZING NEW WALL AND CABINET CONSTRUCTION. REFERENCE INTERIOR DRAWINGS FOR CONFIGURATION. 4 A2.2 NEW GRANITE BASE AT OLD DOOR LOCATION NEW HORIZONTAL FRAME MEMBER W/1-3/4" CAP ABOVE GRANITE. EXISTING VERTICAL FRAME MEMBER. REPLACE CAP W/3/4" CAP. 101 REMOVE GRANITE PIECES AT DOOR LOCATION, CUT & REINSTALL AREA SOUTH OF DOOR. REMOVE, CUT & REINSTALL GRANITE BASE NORTH DOOR LOCATION SO VERTICAL FRAME MEMBER CAN FINISH AT THE SILL. NEW VERTICAL FRAME MEMBER & CURTAIN WALL ANCHOR W/1-3/4" CAP. NEW DOOR EXISTING VERTICAL FRAME MEMBER. REPLACE CAP W/2-3/8" CAP. EXISTING GRANITE BASE TO REMAIN. HAND FLAME ENDS OF GRANITE @BOTH SIDES OF DOOR. REMOVE PORTION OF HORIZONTAL RAILS AT NEW DOOR LOCATION AT THE SILL AND ABOVE EXISTING GRANITE. 8 A2.2 10" 2'-0" 2'-6" 10'-8 1/4" 100A 1 -3/4" CAPS ADD BLOWN-IN INSULATION THROUGH OUT EXISTING TOP FOOTNG EXISTING SLOPED SLAB, DEMO SLAB AS REQUIRED FOR NEW FOOTING INSTALLATION. NEW LEVEL 4" REINFORCED CONC. TURN DOWN SLAB TO FORM BEAM. #4 BARS @24" oc AT TURNED DOWN SLAB 3 -CONT. #4 BAR, TOP , MIDDLE AND BOTTOM REWORK PAVERS UP TO T/SLAB EDGE AND REGRADE OVER NEW CONC. MUD SLAB INFILL. REWORK PAVERS UP TO T/SLAB EDGE AND REGRADE OVER NEW CONC. MUD SLAB INFILL. NEW LEVEL 4" REINFORCED CONC. TURN DOWN SLAB,OVER EXISTING SLAB AND NEW GRANULAR FILL DOWN TO EXISTING FOOTING. NEW CURTAIN WALLS SYSTEM TO MATCH EXISTING 3/4" CAPS APPROX., SEE PLAN REMOVE & STORE PAVERS FOR PEDCOR INVESTMENTS 1 A3.3 1 A3.3 10" NEW CFS CEILING FRAMING AND EXTERIOR SHEATHING EXISTING CFS FRAMING NEW CFS HEADER IN EXISTING SOFFIT ATTACHED TO EX. CFS HEADER TO THE NORTH AND TO THE SOUTH. EXISTING WEST LOCATION OF RECESS CEILING VAPOR BARRIER BETWEEN SLABS NEW CFS CEILING FRAMING AND GYPSUM SHEATHING. REFERENCE REFLECTED CEILING PLAN. BTM. OF AWNING: 7'-8 1/2" ABOVE FINISH FLR (INTERIOR) 6'-11 7/8" 1" 3'-1 1/4" 4" 1'-4 1/8" 1'-5" 3 1/4" 3'-0 5/8" 1'-0 7/8" AWNING FRAME AT ENDS OF AWNING ATTACHED TO BRICK. CANVAS OVER ALUMINUM FRAME. FABRIC COLOR : SUNBRELLA BLACK AWNING FRAME CAN ATTACHED TO EXISTING CFS HEADER OR NEW BLOCKING LIGHT FIXTURE BACK BOX MOUNTED TO NEW BLOCKING. NOTE: AWNING IS NOT ALLOWED TO ATTACH TO CURTAIN WALL SYSTEM !! LOCATION OF BEAM IN VARIOUS WALLS. ADDED FRAMING PORTION AT BRICK ATTACHMENT SCALE: 1/2" = 1'-0" 1 Vestibule Plan A2.2 0 1' 2' 4' SCALE: 1 1/2"= 1'-0" 4 Door Infill A2.2 0 6'' 12'' 18'' SCALE: 3/4" = 1'-0" 3 Vestibule Section A2.2 0 1' 2' 3' SCALE: 3/4" = 1'-0" 8 MtM New Door Opening A2.2 0 1' 2' 3' SCALE: 1/2" = 1'-0" 2 Door Infill Plan A2.2 0 1' 2' 4' SCALE: 1/2" = 1'-0" 7 New Door Plan A2.2 0 1' 2' 4' SCALE: 3/4" = 1'-0" 5 Vestibule Section 2 A2.2 0 1' 2' 3' SCALE: 3/4" = 1'-0" 6 Awning & Light Fixture Section A2.2 0 1' 2' 3'