HomeMy WebLinkAboutA201_EXTERIOR ELEVATIONS-Layout1TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
HERRINGBONE (TYP OF 6) CAST STONE SURROUND
(TYP OF 6)
CAST STONE SURROUND
(TYP OF 6)
HORIZONTAL
COMPOSITE SIDING
PARAPET
+ 31'-4-3/8"
TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
PARAPET
+ 31'-4-3/8"
BRICK CONTROL JOINTS
INSTALL NO MORE THAN 10'
FROM CORNERS AND NOT
TO EXCEED 20' CC - VERIFY
LOCATION W/ CONTRACTOR
BRICK ROWLOCK BRICK ROWLOCK BRICK ROWLOCK
CAST STONE BASE
CAST STONE BASE 10" COM TRIM
D D D D D D
H H H H H H
BRICK VENEER
BRICK VENEER
BRICK VENEER
BRICK VENEER
CORNICE TRIM
SEE DETAILS ON A401
115A 115A
TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
CAST STONE ARCH
CAST STONE HEAD
HERRINGBONE HERRINGBONE
EXISTING BUILDING
FIELD VERIFY
PARAPET
+ 31'-4-3/8"
BRICK ROWLOCK BRICK ROWLOCK
CORNICE TRIM
SEE DETAILS ON A403
CORNICE TRIM
SEE DETAILS ON A403
VERIFY FLASHING DETAILS
WALL SECTIONS
SIGN BAND
SEE DETAILS ON A403
COLUMN - SEE DETAIL6
ON SHEET A403
COLUMN - SEE DETAIL 5
ON SHEET A403
1" BACKER ROD
AND CAULK AT EXIST
BUILDING
1'-5 1/2" 4'-0 3/4"
1'-4" 9'-8 3/4"
1'-4" 4'-0 3/4"
1'-5 1/2" 6"
20'-0 1/4" 6"
FLASH @ BRICK FLASH @ BRICK FLASH @ BRICK
4" STONE SILL
CAST STONE BASE
CAST STONE BASE
C A B B
BRICK VENEER
BRICK VENEER
BRICK VENEER
BRICK VENEER
SIGN BAND
SEE DETAILS ON A403
CONTROL JOINT
BRICK CHANGE
CONTROL JOINT
BRICK CHANGE
COMP BOARD
PAINTED TO MATCH FRAME
CAST STONE SILL
EACH END
PROVIDE 4" BEARING
6'-1" TO 9'-0" L 7x4x3/8
EACH END
PROVIDE 4" BEARING
4'-1" TO 6'-0" L 6x4x5/16
OPENING SIZE ANGLE SIZE
UP TO 4'-0" L 4x4x1/4
LOOSE LINTEL SCHEDULE
REMARKS
PROVIDE 4" BEARING
EACH END
EACH END
PROVIDE 4" BEARING
9'-1" TO 11'-4" L 7x4x1/2
THE BRICK STEEL LOOSE LINTEL DOES NOT
ATTACH TO THE WOOD HEADER
121B 120B
122A
112A
202A 216A
119A
TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
HORIZONTAL
COMPOSITE SIDING
HORIZONTAL
COMPOSITE SIDING
PARAPET
+ 31'-4-3/8"
TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
CAST STONE SURROUND
(TYP OF 6)
CAST STONE SURROUND
(TYP OF 6)
6" COMP TRIM 6" COMP TRIM
CONT GUTTER
6" COMP TRIM
CAP FLASH ON
DECK WALL
"OPENING" "OPENING" "OPENING" "OPENING"
DS
DS
DS
DS
VERIFY STONE BASE
W/ CONTRACTOR
1" BACKER ROD
AND CAULK AT EXIST
BUILDING
ROOF BEYOND
ROOF BEYOND
FIELD VERIFY CANT
FIELD VERIFY CANT
H H H H H
CAST STONE BASE 10" COM TRIM
6" COMP TRIM 6" COMP TRIM
6" COMP TRIM
6" COMP TRIM
EXISTING BUILDING - FIELD
VERIFY THE EXACT HEIGHT
FLASH @ EXISTING
BRICK WALL
BRICK SOLDIER
BRICK VENEER BRICK VENEER
CORNICE TRIM
SEE DETAILS ON A401
6" COMP TRIM
TRUSS BEARING
+ 23'-5-1/8"
+ 13'-4"
LEVEL TWO
+ 0'-0"
LEVEL ONE
123A
HORIZONTAL
COMPOSITE SIDING
A201
EXTERIOR
ELEVATIONS
ALL IDEAS, DESIGNS AND PLANS INDICATED OR
REPRESENTED BY THESE DRAWINGS ARE OWNED
BY, AND THE PROPERTY OF STUART R SHADE, RA.
CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS ON THE JOB SITE. ALL RIGHTS
RESERVED, EXCEPT FOR USES EXPRESSLY
PERMITTED IN WRITING.
SHEET NUMBER:
CERTIFICATION:
PROJECT :
PROPOSED PROFESSIONAL BUILDING
VILLAGE 10, LLC
LOT 62
12755 HORSEFERRY STREET
REV 1:
CARMEL, INDIANA 46032
CARMEL PERMIT SET 3_11_21
SRS ARCHITECTS
200 S RANGELINE RD , #226
INC
CARMEL, INDIANA 46032
PHONE: 317-989-6248
E-MAIL : sshade@mitschdesign.com
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AR00034184
SCALE:
W
1/4"=1'-0"
WEST ELEVATION
SCALE:
S
1/4"=1'-0"
SOUTH ELEVATION
SCALE:
N
1/4"=1'-0"
NORTH ELEVATION
SCALE:
W
1/4"=1'-0"
EAST ELEVATION
04/13/21