HomeMy WebLinkAboutEXTERIOR - A421 - ENLARGED PORTE-COCHERE PLANS AND DETAILS3
*A421
IDENTITY SIGNAGE
BY OWNER
EC TO ROUTE CONDUIT
FOR POWER. CONCEAL
AS REQUIRED. 2'-0"10'-3"9'-4"8 1/2"*A421
5
UTILITY BRICK/ 8" CMU COLUMN
SURROUND. PROVIDE MASONRY
TIES @ 16" O.C. VERT. MATCH
BRICK OF EXIST. BUILDING
-SEE 6/A421
HSS 6X6 COLUMN. PAINT EXPOSED
STEEL AS "ARCHITECTURALLY
EXPOSED" STEEL -SEE STRUCTURAL
DWGS.
SEALANT AT BASE
-TOTAL PERIMETER
ANOD. ALUM. SLIDING GLASS
ENTRANCE DOOR ASSEMBLY
PAINTED PREFAB STEEL
ENTRANCE CANOPY STRUCTURE
ANCHOR TO EXIST. MASONRY WALL
FOR LATERAL SUPPORT
PREFIN METAL
COPING
MFR. STONE CAP w/ CHAMFERED
EDGE
BACKER ROD AND SEALANT
AT COLUMN JOINT
PREFIN 1" METAL FASCIA PANELS
ON 5/8" EXT. SHEATHING ON
6" LGMF @ 16" O.C. BASIS OF DESIGN:
MBCI "ARTISAN SERIES".
EPDM MEMBRANE ROOFING ON TAPERED
INSUL. BD. ON 1/2" PROTECTION BD. ON 1
1/2" METAL DECKING ON TUBE STEEL -SEE
ROOF PLAN ON A121 AND STRUCTURAL
DWGS.
PREFIN 1" METAL SOFFIT
PANELS ON LGMF @ 16" O.C.
BASIS OF DESIGN: MBCI
"ARTISAN SERIES".2'-4"PAINTED STEEL STRUCTURE
-CANOPY SUPPORT. PAINT
AS "ARCHITECTURALLY EXPOSED"
STEEL. -SEE STRUCTURAL DWGS.
GRAPHIC LETTERFORMS
-BY OWNER
2x PT WD. BLOCKING
EXTEND MEMBRANE BASE FLASHING
UP UNDER COPING
ROUTE ROOF DRAIN DOWNSPOUT
TIGHT TO COLUMN
CONNECT ROOF DOWNSPOUT DRAIN
TO STORM LINE -SEE CIVIL
1/4" / 1'-0"SEE CIVIL
PROVIDE BRICK WEEP
APPROX. CENTERED IN EA.
SIDE OF BRICK COLUMN
SURROUND
CONCRETE FOUNDATION
SEE STRUCTURAL
1. LINE OF UPPER CANOPY ABOVE.
2. LINE OF LOWER CANOPY ABOVE.
3. EDGE OF SIDEWALK - SEE CIVIL DWGS.
4. COMPOSITE BRICK/CMU PIER. EXTEND TO MASONRY
WALL ABOVE. PROVIDE SEALANT AT JOINT
KEY NOTES
A. DIMENSIONS ARE TO FACE OF SHEATHING, COLUMN
CENTERLINE, FACE OF NOMINAL MASONCRY/CONCRETE
UNLESS OTHERWISE NOTED.
B. REFER TO SHT. A601 FOR INFORMATION ON WALLS AND
ROOM FINISHES, SHT. A602 FOR DOORS, FRAMES AND
WINDOWS.
C. WALLS w/ GRAY TONE INFILL ARE EXISTING TO REMAIN U.N.O.
D. PATCH/REFINISH ALL DISTURBED WALLS AND SURFACES
FROM DEMO/REMOVAL ACTIVITY AS REQUIRED TO MATCH
NEW CONSTRUCTION/FINISHES.
E. ALL EXPOSED STEEL OF ENTRY CANOPY TO BE TREATED AS
ARCHITECTURALLY EXPOSED STEEL - SSPC-SP 6.
GENERAL NOTES
G
1
F
0.8
0.5
E.6 F.9
*A421
2
3
*A421
*A421
6
29'-0"1'-7 5/8"19'-0"7'-6"11'-10"3'-2"6'-0"1
1
2
A
C
ALIGN ALIGN
ALIGN 1'-4"VESTIBULE
100
3
4
R 2 ' - 6 "1'-0"1'-0"3'-6"3'-0"3'-6"
UTILITY BRICK / 8"CMU
COMPOSITE WALL3'-0"2"EQ.2"12'-0"2"EQ.2"2"7'-0"2"19'-9"7'-4"2"EQ.2"EQ.2"
7'-10"2"7'-0"2"7'-4"PROJECT #:
DRAWN:CHECKED:
REVISIONS
CERTIFICATION:
1063 Central Avenue Cincinnati Ohio, 45202
p: 513-241-4422 f: 513-241-5560 www.ATA-B.com
EXTERIOR
RENOVATION
23048
TS/MA KB
*A421
ENLARGED
PORTE-COCHERE
PLANS AND DETAILS1300 EAST 96TH STREETINDIANAPOLIS, IN 46240SCALE:1/4" = 1'-0"*A421
EXTERIOR ELEVATION - PORTE COCHERE SOUTH
2
SCALE:1/4" = 1'-0"*A421
EXTERIOR ELEVATION - PORTE COCHERE EAST
4
SCALE:1/4" = 1'-0"*A421
SECTION - PORTE COCHERE
3
SCALE:3/4" = 1'-0"*A421
SECTION - PORTE COCHERE
5
SCALE:1/4" = 1'-0"*A421
ENLARGED FLOOR PLAN - PORTE COCHERE - ENTRY VESTIBULE 1
SCALE:3/4" = 1'-0"*A421
PLAN DETAIL - CANOPY COLUMN
6
AC
GLAZING TYPES
ALL EXTERIOR GLAZING TO BE 1" INSULATED
GLASS w/ LOW E COATING ON SECOND SURFACE.
STOREFRONT ENTRANCE ASSEMBLY TO BE BLACK
ANOD. ALUM.
NORTHNTTTT
T T T T
TTTT
# DATE DESCRIPTION
06-02-23 DESIGN DEVELOPMENT
08-09-23 EXTERIOR BID SET
08-15-23 ZONING SUBMITTAL