HomeMy WebLinkAbout12005_2013-08-09_A401Project No.
Sheet No.
Revisions:
Date
Drawn By
Checked By
W
CHURCH SOLUTIONS
T&
BYRU
M
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
m
ents of the Contract. On the basis of
the general scope indicated or described, the
trade contractors shall furnish all item
s
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
. M
orris 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
SECTIONS AND DETAILSA401 URTIH
910060
NE STATE OF
IS
IRET
E RG
A NAIDD
A
R
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
A401
01
SCALE: 3/4" = 1'-0"
CANO
PY SECTIO
N
A401 02SCALE: 3/4" = 1'-0" COLONNADE SECTION A401 03SCALE: 3/4" = 1'-0" CANOPY DETAIL
(HIGHER) F.F.
100'-0"
FIRST FLO
OR
TOP OF STEEL
113'-0"
(HIGHER) F.F.
100'-0"
FIRST FLO
OR
5 RISERS AT 7" EACH
= 2'-11"3'-0"
4 TREADS AT 11" EACH
= 3'-8"
1" NOSING
(TYPICAL)11"
1'-0"
3'-0"
1'-4"
4"
1'-0"
5 3/8" (5" STONE +
3/8" MORTAR)SEE SITE DRAWINGS 8'-9 1/4"
EXISTING FASCIA
BO
TTOM
OF
±109-2 5/8"
NEW
SOFFIT
BO
TTOM
OF
110'-0"
±9 3/8"3'-0"
7 1/4"
7 1/4"
6" AT
CANOPY
3/4"
1"
1'-6"
1'-6"
1"
7 1/4"
7 1/4"
(HIGHER) F.F.
100'-0"
FIRST FLO
OR
TO
P OF STEEL
110'-10 5/8"
TOP OF STEEL110'-8"(HIGHER) F.F.100'-0"FIRST FLOOR 5'-4"3/8"4"11 5/8"1'-0"1"1"1"
5 3/8" (5" STONE +
3/8" MORTAR)8'-9 1/4"
EXISTING FASCIA
BO
TTOM
O
F
±109-2 5/8"
NEW
SOFFIT
BO
TTOM
O
F
110'-0"
±9 3/8"
3/4"5" AT
COLONNADE
SLOPE DOWN 1/4" PER FOOT 10'-4"5 3/4"
1'-0"
5 3/4"1'-0"5 3/4"5 3/4"
7 1/4"
1'-4"
7 1/4"
1'-4"
BEAM
BEARING
±108'-8"
FACE OF EXISTING
BRICK BEYO
ND
1" TINTED TEM
PERED INSULATED
G
LAZING
IN PREFINISHED ALUM
INUM
ENTRANCES AND STOREFRO
NT
(FINISH WITH HIGH-PERFORMANCE
COATING TO MATCH EXISTING COLOR)
3/4" E.I.F.S. O
N 1/2" DENSGLASS
3"
G
OLD SHEATHING
TREATED W
OO
D BLOCKING
2X FRAM
ING AT EACH EXISTING
RO
OF TRUSS FOLLOW
ING REM
OVAL
O
F EXISTING
RO
OF O
VERHANG
3/4" E.I.F.S. O
N 1/2" DENSGLASS
G
OLD SHEATHING
2X6 NAIL TO
END OF EXISTING
RO
OF TRUSS FOLLOW
ING REM
OVAL
O
F EXISTING
RO
OF O
VERHANG
END OF CANTILEVERED STEEL
BEAM (SEE STRUCTURAL DRAWINGS)
M
INIM
UM
R-7.5 INSULATION
PROTECTION BOARD O
N FLUID
O
R M
EM
BRANE W
ATERPROO
FING
REM
O
VE EXISTING
BRICK
W
IDTH OF NEW
OPENING
A.D.A. THRESHO
LD
5/8" GYPSUM
BOARD
2X FURRING
W
O
OD BLOCKING
STEEL BEAM
PER STRUCTURAL
FACE OF EXISTING
C.M
.U. BEYOND
BASE PER INTERIO
R
DRAW
INGS
7 1/4"1'-4"1 1/2"3 1/2"TOP OF STEEL113'-0"EXISTING FASCIA BOTTOM OF±109-2 5/8"NEW SOFFIT BOTTOM OF110'-0"6" ATCANOPY 3/4"7 1/4"7 1/4"12±6(MATCHEXISTING)
12
±6(MATCH
EXISTING)
PREFINISHED M
ETAL GUTTER
AND DO
W
NSPOUTS TO M
ATCH
EXISTING
PETINA CO
PPER ON 15# FELT
ON 1/2" O
BS SHEATHING
2X AT 24" O.C.
3/4" E.I.F.S. ON 1/2" DENSG
LASS
G
OLD SHEATHING
JAM
ES HARDIE 5 1/2" CROW
N
JAM
ES HARDIE 1X6 SM
OO
TH
TRIM
O
N 1X6 BLO
CKING
PREFINISHED M
ETAL EDG
E
ICE AND SNO
W
GUARD ALL
EDG
ES AND VALLEYS
JAM
ES HARDIE 1X12
SM
O
OTH BOARD FASCIA
JAM
ES HARDIE SM
OO
TH
UNVENTED SOFFIT
2X10 SUBFASCIA
3/4" E.I.F.S. ON 1/2" DENSG
LASS
G
OLD SHEATHING
2X4 FRAM
ING AT 24" O
.C.
STEEL BEAM
PER STRUCTURAL
PREFABRICATED W
O
OD TRUSSES AT 24" O.C. DESIG
NED
BY FABRICATOR'S INDIANA PROFESSIONAL ENG
INEER
TO
M
EET LOADS PER CODE
ASPHALT SHINGLES ON 15# FELT ON
1/2" O
SB SHEATHING W
ITH CLIPS
STEP FLASHING UNDER SHINGLES AND
TURN UP UNDER TRIM
AND CRO
W
N
VARIES WITH SLOPEOF WALK (SEESITE DRAWINGS)1"1'-0"
1'-0"
1"
TO
P OF FO
OTING
97'-4"
G
ALVANIZED HANG
ER W
IRE AT
4'-0" O.C. ALO
NG
EACH TRUSS
(TYPICAL)
2X RAFTERS AT 24" O
.C.
3/4" E.I.F.S. O
N 1/2" DENSGLASS
GO
LD SHEATHING
2X4 RAFTERS AT 24" O.C.3/4" E.I.F.S. ON 1/2" DENSGLASSGOLD SHEATHING 2X6 ROOF JOISTS AT 16" O.C.
DRIP G
RO
OVE IN E.I.F.S.
CHAMFERED EDGES LIMESTONE CAP WITH
CHAM
FERED EDGES
LIM
ESTO
NE CAP W
ITH
G
.F.R.C. CO
LUM
N BASES
AT COLO
NNADE
±24" SQUARE DORIC
G
.F.R.C. TAPERED CO
LUM
NS
AT COLO
NNADE
±18" DIAM
ETER DORIC
G
.F.R.C. CO
LUM
N CAPS
AT COLO
NNADE
±23" SQUARE DORIC
G
.F.R.C. COLUM
N BASES
AT CANOPY
±26" SQUARE DORIC
G
.F.R.C. TAPERED CO
LUM
NS
AT CANOPY
±20" DIAM
ETER DORIC
G
.F.R.C. COLUM
N CAPS
AT CANOPY
±25" SQUARE DORIC
1 1/2" STEEL PIPE RAILING
(FINISH WITH HIGH-PERFORMANCE
PAINT COATING)
EXISTING
BRICK TO
M
ATCH
AT 16" O.C.
LADDER REINFO
RCING
8" C.M
.U.
STRUCTURAL DRAWINGS)
CONCRETE FOOTING (REFER
BEYO
ND
94'-8"
TOP OF FOOTING
BEYO
ND
95'-4"
TO
P O
F FOO
TING
CHAM
FERED EDGES
LIM
ESTO
NE CAP W
ITH
CANOPY CO
LUM
N FOO
TING
BEYO
ND
PER STRUCTURAL DRAW
INGS
CANOPY CO
LUM
N FO
OTING BEYOND
PER STRUCTURAL DRAW
ING
S
#5 VERTICAL AT 32" O.C.HORIZONTAL LADDER REINFORCINGAT 16" O.C. VERTICAL LIMESTONE CAP WITH CHAMFEREDEDGES AND SLOPED TOPCONCRETE FOOTING (SEESTRUCTURAL)#5 BARS AT 32" O.C.(2) #5 BARS CONTINUOUS 2'-6"
2'-6"
3'-0"2'-0"CONCRETE FOOTING (SEESTRUCTURAL)(3) #5 BARS CONTINUOUS #5 BARS AT 32" O.C.