HomeMy WebLinkAbout12005_2013-08-09_A301.pdfProject No.
Sheet No.
Revisions:
Date
Drawn By
Checked By
W
CHURCH SOLUTIONS
T&
BYRUM
A
R
C
H
ITEC
TS
required for the proper execution and
performance and completion of the require-
architectural elements and, in some cases,
service for use solely with respect to this
These drawings indicate the general scope of
the project in terms of architectural design
concept, the dimensions of building, the major
the structural, mechanical, and/or electrical
systems. The Drawings do not necessarily
indicate or describe all work required for full
ments of the Contract. On the basis of
the general scope indicated or described, the
trade contractors shall furnish all items
Use of Documents
projects or additions to this Project without
Project and shall not be used on other
Project are instruments of the Architect's
documents prepared by the Architect for this
The Drawings, Specifications, and other
written permission and due compensation to
Certified By
completion of the work.
the Architect.
Scope DrawingsT&W Corporation
46241
3841 W
. Morris St.
Indianapolis, Indiana
621 South Range Line Road, Carmel, Indiana 46032
Carmel United Methodist Church
Specially commissioned by T&W Church Solutions, and used under license.
12005 JW
B
CAD
8-9-13
EXTERIOR AND INTERIOR ELEVATIONSA301 URTIH
910060
NE STATE OF
IS
IRET
E RG
A NAIDD
AR
C
SEG
E
ONJ
W
R
YEL
B
RET
ISNo.
Y
ED
TCE M
Additions and Renovations to
Copyright 2013
C
160 W. Carmel Drive, Suite 240
Carmel, Indiana 46032
317-574-8808
www.byrumarchitects.net
A301
02
SCALE: 3/32" = 1'-0"
SO
UTH EXTERIOR ELEVATIO
N
A301 03SCALE: 3/32" = 1'-0" WEST EXTERIOR ELEVATION / SECTION
A301
04
SCALE: 1/4" = 1'-0"
INTERIO
R ELEVATION
12
±6
(MATCH
EXISTING)
E.I.F.S.
BRICK M
ECH. COURT SCREEN
BEYOND W
ITH STONE CAP
UPPER PORTION
EXISTING INTERIOR
W
INDOW
S
NEW
PAINTED W
OOD SILL
NEW
STONE SILL
RE-USE EXISTING BRICK FROM
DEMOLISHED BELOW
W
INDOW
S
W
ITH M
ATCHING M
ORTAR
NEW
DOORS AND FRAM
ES
L6x4x3/8 STEEL LINTEL
NEW
W
INDOW
S TO M
ATCH
EXISTING (WESTERN UNIT
TO BE 5-5/8" SHORTER AT
BOTTOM FOR SLOPED FLOOR)
EXISTING W
INDOW
SLOPE SIDEW
ALK BEYOND
A301
06
SCALE: 1/4" = 1'-0"
INTERIO
R ELEVATION
E.I.F.S.
A301
01
SCALE: 3/32" = 1'-0"
EAST EXTERIOR ELEVATIO
N / SECTION
COLUM
NS BEYOND
±8'-9 1/4"
±8'-9 1/4"
TOP OF RESTROOM
ADDITION BEYOND
±14'-7" AT RESTROOM
ADDITION BEYOND COURT
01
A401
02
A401
03A401
01
A401
5 3/8"
5 3/8"
03
A401
A301
07
SCALE: 1/4" = 1'-0"
INTERIOR ELEVATIO
N
A301 05SCALE: 1/4" = 1'-0" INTERIOR ELEVATION
02
A402
BEYOND
01
A402
BEYOND
8'-0" BOTTOM OF
CURVED DRYWALL
±8'-7" BOTTOM
OF BULKHEADS
±9'-4" CEILING
±9'-10" CEILING
±7'-8" EXISTING±8'-0" CEILING
±7'-8" EXISTING
±8'-0" CEILING
±9'-4" CEILING
±9'-10" CEILING
±9'-4" CEILING
1" THICK CLEAR INSULATED GLAZINGON SANCTUARY SIDE 3 EXISTING WINDOWSHELD WITH 1X WOOD STOPS AGAINSTUPPER SASH - PAINT TO MATCHEXISTING WINDOW CASINGWOOD SILL AND TRIM SIMILARTO EXISTING - PAINT TO MATCHEXISTING WINDOW CASINGNEW DRYWALL FLUSH WITHEXISTING THIS AREASHUTTERS TO REMAIN(NOT SHOWN)(ACOUSTIC N.R.C. ENHANCEMENT)EXISTING MULLIONSAS SEEN BEYONDTHROUGH NEWGLAZING
WELCOME CENTER CASEWORK,
BACK W
ALL PILASTERS AND
FINISHES PER INTERIOR
DRAW
INGSCAFE CASEW
ORK PER
INTERIOR FINISH DRAW
INGS
TRIM AND SILL TO M
ATCH
CORRIDOR B156 W
INDOW
TRIM AND SILL TO M
ATCH
CORRIDOR B156 W
INDOW
TRIM
AND SILL TO M
ATCH
CORRIDOR B156 W
INDOW
STEEL LINTEL (SEE
STRUCTURAL)
STEEL LINTEL (SEE
STRUCTURAL)
STEEL LINTEL (SEE
STRUCTURAL)
CUPOLA - FIBERGLAS SPECIALTIES, INC.
M
ODEL #1190 W
ITH VENTED LOUVERS
AND COPPER ROOF OR APPROVED EQUAL
(HIGHER) F.F.
100'-0"
FIRST FLOOR
(HIGHER) F.F.100'-0"FIRST FLOOR
(HIGHER) F.F.
100'-0"
FIRST FLOOR
SOUTH END OF GYM
NASIUM
PREFINISHED M
ETAL STEPPED
FASCIA - M
ATCH FASCIA AT
EXISTING GABLE BEYOND
TO M
ATCH EXISTING
BRICK ROW
LOCK SPECIAL SHAPE
FACE BRICK TO M
ATCH EXISTING
E.I.F.S.
W
OOD GATE
CHAM
FERED EDGES
LIM
ESTONE CAP W
ITH
G.F.R.C. TAPERED COLUM
NS
AT CANOPY
±20" DIAM
ETER DORIC
G.F.R.C. TAPERED COLUMNS
AT COLONNADE
±18" DIAM
ETER DORIC
G.F.R.C. TAPERED COLUM
NS
AT CANOPY
±20" DIAM
ETER DORIC
G.F.R.C. TAPERED COLUM
NS
AT COLONNADE
±18" DIAM
ETER DORIC
CHAM
FERED EDGES
LIM
ESTONE CAP W
ITH
EXTERIOR BRICK SOLDIER COURSE
HEAD, W
ITH FLASHING AND W
EEPS,
AND BRICK ROW
LOCK COURSE SILL
TO M
ATCH EXISTING CENTER UNIT
EXTERIOR BRICK SOLDIER COURSE
HEAD, W
ITH FLASHING AND WEEPS,
AND BRICK ROW
LOCK COURSE SILL
TO M
ATCH EXISTING CENTER UNIT
AS SEEN 04/A301
NEW
JAMB EXTENSIONS
AND INTERIOR TRIM
TO
M
ATCH EXISTING DUE
TO W
ALL FURRING
A301 08SCALE: 3/4" = 1'-0"
GUARDRAIL ELEVATIO
N
(HIGHER) F.F.
100'-0"
FIRST FLOOR
3'-6"
3 1/4"3'-2 3/4"
1 1/2" STEEL PIPE RAILING
(FINISH WITH HIGH-PERFORMANCE
PAINT COATING)
CHAM
FERED EDGES
LIM
ESTONE CAP W
ITH
SLAB AND CHAMFER EDGES
FINISH END OF CONCRETE
3"
E.W
.C. - SEE PLUMBING
DRAW
INGS
OPEN TO
RESTROOM
S
ENTRY
OPEN TO
CORRIDOR/
RAM
P
LINE OF EDGE OF W
ALL
3/4" STEEL VERTICALS AT 4" O.C.
(FINISH WITH HIGH-PERFORMANCE
PAINT COATING)
08A301