HomeMy WebLinkAbout12005_2013-08-09_A401.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
SECTIONS AND DETAILSA401 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
A401
01
SCALE: 3/4" = 1'-0"
CANOPY SECTION
A401 02SCALE: 3/4" = 1'-0" COLONNADE SECTION A401 03SCALE: 3/4" = 1'-0" CANOPY DETAIL
(HIGHER) F.F.
100'-0"
FIRST FLOOR
TOP OF STEEL
113'-0"
(HIGHER) F.F.
100'-0"
FIRST FLOOR
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
BOTTOM
OF
±109-2 5/8"
NEW
SOFFIT
BOTTOM
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 FLOOR
TOP 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
BOTTOM
OF
±109-2 5/8"
NEW
SOFFIT
BOTTOM
OF
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 BEYOND
1" TINTED TEMPERED INSULATED
GLAZING IN PREFINISHED ALUM
INUM
ENTRANCES AND STOREFRONT
(FINISH WITH HIGH-PERFORMANCE
COATING TO MATCH EXISTING COLOR)
3/4" E.I.F.S. ON 1/2" DENSGLASS
3"
GOLD SHEATHING
TREATED W
OOD BLOCKING
2X FRAMING AT EACH EXISTING
ROOF TRUSS FOLLOW
ING REMOVAL
OF EXISTING ROOF OVERHANG
3/4" E.I.F.S. ON 1/2" DENSGLASS
GOLD SHEATHING
2X6 NAIL TO END OF EXISTING
ROOF TRUSS FOLLOW
ING REMOVAL
OF EXISTING ROOF OVERHANG
END OF CANTILEVERED STEEL
BEAM (SEE STRUCTURAL DRAWINGS)
M
INIM
UM
R-7.5 INSULATION
PROTECTION BOARD ON FLUID
OR M
EM
BRANE W
ATERPROOFING
REM
OVE EXISTING BRICK
W
IDTH OF NEW
OPENING
A.D.A. THRESHOLD
5/8" GYPSUM
BOARD
2X FURRING
W
OOD BLOCKING
STEEL BEAM
PER STRUCTURAL
FACE OF EXISTING
C.M
.U. BEYOND
BASE PER INTERIOR
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 DOW
NSPOUTS TO M
ATCH
EXISTING
PETINA COPPER ON 15# FELT
ON 1/2" OBS SHEATHING
2X AT 24" O.C.
3/4" E.I.F.S. ON 1/2" DENSGLASS
GOLD SHEATHING
JAM
ES HARDIE 5 1/2" CROW
N
JAM
ES HARDIE 1X6 SM
OOTH
TRIM
ON 1X6 BLOCKING
PREFINISHED M
ETAL EDGE
ICE AND SNOW
GUARD ALL
EDGES AND VALLEYS
JAM
ES HARDIE 1X12
SMOOTH BOARD FASCIA
JAM
ES HARDIE SM
OOTH
UNVENTED SOFFIT
2X10 SUBFASCIA
3/4" E.I.F.S. ON 1/2" DENSGLASS
GOLD SHEATHING
2X4 FRAM
ING AT 24" O.C.
STEEL BEAM PER STRUCTURAL
PREFABRICATED W
OOD TRUSSES AT 24" O.C. DESIGNED
BY FABRICATOR'S INDIANA PROFESSIONAL ENGINEER
TO M
EET LOADS PER CODE
ASPHALT SHINGLES ON 15# FELT ON
1/2" OSB SHEATHING W
ITH CLIPS
STEP FLASHING UNDER SHINGLES AND
TURN UP UNDER TRIM
AND CROW
N
VARIES WITH SLOPEOF WALK (SEESITE DRAWINGS)1"1'-0"
1'-0"
1"
TOP OF FOOTING
97'-4"
GALVANIZED HANGER W
IRE AT
4'-0" O.C. ALONG EACH TRUSS
(TYPICAL)
2X RAFTERS AT 24" O.C.
3/4" E.I.F.S. ON 1/2" DENSGLASS
GOLD 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 GROOVE IN E.I.F.S.
CHAMFERED EDGES LIMESTONE CAP WITH
CHAM
FERED EDGES
LIM
ESTONE CAP W
ITH
G.F.R.C. COLUM
N BASES
AT COLONNADE
±24" SQUARE DORIC
G.F.R.C. TAPERED COLUM
NS
AT COLONNADE
±18" DIAM
ETER DORIC
G.F.R.C. COLUM
N CAPS
AT COLONNADE
±23" SQUARE DORIC
G.F.R.C. COLUMN BASES
AT CANOPY
±26" SQUARE DORIC
G.F.R.C. TAPERED COLUM
NS
AT CANOPY
±20" DIAM
ETER DORIC
G.F.R.C. COLUMN CAPS
AT CANOPY
±25" SQUARE DORIC
1 1/2" STEEL PIPE RAILING
(FINISH WITH HIGH-PERFORMANCE
PAINT COATING)
EXISTING
BRICK TO MATCH
AT 16" O.C.
LADDER REINFORCING
8" C.M
.U.
STRUCTURAL DRAWINGS)
CONCRETE FOOTING (REFER
BEYOND
94'-8"
TOP OF FOOTING
BEYOND
95'-4"
TOP OF FOOTING
CHAM
FERED EDGES
LIM
ESTONE CAP W
ITH
CANOPY COLUMN FOOTING BEYOND
PER STRUCTURAL DRAW
INGS
CANOPY COLUM
N FOOTING BEYOND
PER STRUCTURAL DRAW
INGS
#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.