HomeMy WebLinkAbout12005_2013-08-09_S201NORTH
Project No.
Sheet No.
Revisions:
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
STRUCTURAL FOUNDATION AND FRAMING PLANSS201
S201
01
SCALE: 1/8" = 1'-0"
FO
UNDATIO
N PLAN
Additions and Renovations to
Copyright 2013
C
160 W. Carmel Drive, Suite 240
Carmel, Indiana 46032
317-574-8808
www.byrumarchitects.net
Date
NORTH
S201
02
SCALE: 1/8" = 1'-0"
RO
O
F FRAM
ING
PLAN
3'-5 3/4"
2'-10 1/4"
3'-5 3/4"3'-5 3/4"
3'-4 1/2"
13'-2"10'-2"8'-4 1/8"1'-9 7/8"6'-0 1/4"3'-6 3/8"6'-0 1/4"3'-6 3/8"
±12'-8"
EQ.EQ.±16'-0"
19'-9"
9'-3"
25'-6"
22'-0"
±34'-4"
±12'-0"
3'-5 3/4"
2'-10 1/4"
3'-5 3/4"3'-5 3/4"
3'-4 1/2"
13'-2"10'-2"8'-4 1/8"1'-9 7/8"6'-0 1/4"3'-6 3/8"6'-0 1/4"3'-6 3/8"
19'-9"
9'-3"
25'-6"
22'-0"
±34'-4"
4'-0"
1'-6"
1'-6"
22'-6"
1'-6"
1'-6"
4'-6"1'-6"16'-9"1'-6"4'-6"
1'-0"
1'-0"
8'-4"
1'-0"
1'-0"
1'-0"
1
'-0
"
1
'-0"
8
'-4"
1
'-0
"
1'-0"
1'-0"
1'-0"
2'-0"
2'-0"
2'-0"
2'-0"
6'-8"6'-8"
01
A402 02
A401
01
A401
01
A402
02
A401
01
A401
07
A301
06
A301
06
A301
SEE ARCHITECTURAL
INTERIOR ELEVATIO
N
FOR (3) STEEL LINTELS
AT GATHERING
AREA
INTERIOR O
PENINGS
NO
T SHO
W
N THIS SHEET
SEE ARCHITECTURAL BASEM
ENT
FLOOR PLAN 01/A202 FO
R PRECAST
LINTELS AT NEW
RESTRO
OM
B025
AND CLASSRO
OM
B045 OPENINGS
W
8x13 HEADER
W
ITH 1/4" STEEL PLATE
W8x10 HEADER
WITH 1/4" STEEL PLATE
W8x10 HEADER
WITH 1/4" STEEL PLATEM
INIM
UM
8" BEARING EACH SIDE
UNLESS NO
TED O
THERW
ISE
W
8x24 HEADER
W
ITH 3/8" STEEL PLATE
8" 12 GAGE (800S200-97)
STEEL JOISTS AT 16" O.C.
8" 12 GAGE
(800S350-97)
STEEL JOISTS
AT 8" O.C.
T
S
4x4x1/4 C
O
LU
M
N
W
ITH
12x12x1/4 B
A
S
E
P
LA
T
E
A
N
D
(4) 3/4" X 12" ANCHO
R BO
LTS
(TYPICAL 10 CO
LO
NNADE CO
LUM
NS)T
S
8x8x1/4 C
O
LU
M
N
W
IT
H
14x14x1/4 B
A
S
E
P
LA
T
E
A
N
D
(4) 3/4" X 12" ANCHO
R BO
LTS
(TYPICAL 4 CANO
PY CO
LUM
NS)
CANTILEVER
W
24x55
W
24x55
CANTILEVER
W24x55
W24x55
2x W
OOD TRUSSES AT 24" O.C. DESIG
NED BY
M
ANUFACTURER'S INDIANA PRO
FESSIO
NAL ENGINEER
(30 PSF LL, 10 PSF DLBC, 10 PSF DLTC)
TOP OF STEEL = 113'-0"
TOP OF STEEL = 113'-0"
W
24x55 HEADER AT NEW
OPENING BELOW (MINIMUM
12" BEARING
BOTH SIDES
O
VER G
RO
UTED EXISTING
C.M.U. WALL)
2x6 WOOD JOISTS AT 16" O.C.
W8x10 (TYPICAL COLONNADE)
TOP OF STEEL = 110'-10 5/8"
TOP OF STEEL = 110'-8"
TOP OF STEEL = 110'-8"
W8x10 (TYPICAL COLONNADE)
TOP OF STEEL = 110'-10 5/8"
POCKET INTO
EXISTING
C.M
.U.
THIS END
S201
03
SCALE: 3/4" = 1'-0"
CO
NNECTIO
NS AND BRACING
DETAIL
TO
P OF STEEL
113'-0"
5'-5 3/4"±28'-6 1/4"4"
10'-9"
11'-3"
FACE OF BRICK (SEE
ARCHITECTURAL)
INN
STATE O
F
16
18
8
S
I
OFESSIO
PR
R
E
G
TEPH
E
N
E
A
N
A
L
N
GINEE
D
IA
R N
TERED
.
HOFFMA
S CNo.
PARAGON, INDIANA 46166
ENGINEERS,
INC., P.C.
FAX 537-2992
765-537-2991
steve@hoffmanengineers.com
8261 BASELINE ROAD
HOFFMAN
TO
P OF FO
OTING
94'-8"
FACE OF BRICK (SEE
ARCHITECTURAL)
TOP OF FO
OTING
95'-4"
6'-6" X 4'-0" X 16" DEEP
CONCRETE FOO
TING
WITH (3) #5 BARS TOP
AND BO
TTOM
EACH W
AY
(TYPICAL 4 CANOPY
FOOTINGS)
TO
P OF FO
OTING
94'-8"
TOP OF FO
OTING
95'-4"
TOP OF FO
OTING
97'-4"
2'-0" X 2'-6" DEEP
CONCRETE FOO
TING
WITH (2) #5 BARS
CONTINUO
US
3'-0" X 2'-6" DEEP
CONCRETE FOO
TING
WITH (3) #5 BARS
CONTINUO
US
2'-6" X 2'-0" DEEP
CO
NCRETE FOO
TING
WITH (3) #5 BARS
CO
NTINUO
US
2'-0" X 2'-0" DEEP
CO
NCRETE FO
OTING
WITH (2) #5 BARS
CO
NTINUOUS
2'-6" X 1'-0" DEEP
CO
NCRETE FO
OTING
WITH (3) #5 BARS
CO
NTINUOUS
PIN EXISTING FO
OTING
TO NEW
FOO
TING
W
ITH
(2) MINIMUM 28" LONG
#5 BARS AT 12" O
.C.
(MINIMUM 6" EMBED
EPOXY INTO EXISTING)
3/4" DEEP SAW
-CUT
CONTRO
L JO
INTS
SLAB O
N 10 M
IL VAPOR BARRIER
O
N M
INIM
UM
4" GRANULAR FILL
(REINFORCE WITH 6X6-10/10 WWF)
4" THICK - 4,000 PSI CONCRETE
1'-4"
1'-4"
2'-0" W
IDE X 16" DEEP
CONCRETE FOO
TING
WITH (2) #5 BARS
CONTINUO
US
4'-0"
02
A402
02
A402
1'-0" W
IDE X 30" DEEP
CONCRETE FOO
TING
WITH (1) #5 BAR
CONTINUO
US
PIN EXISTING
SLAB TO
TO
NEW
FO
OTING W
ITH
12" LONG #4 BARS
AT 12" O.C.
RTU
300 LBS.
PROVIDE 4" THICK, 3000 PSI W
ITH 6
AIR CONCRETE PADS SIZED PER H.V.A.C.
UNITS - EXTEND 8" W
IDE M
ONOLITHIC
PERIM
ETER FOO
TING
M
INIM
UM
30" BELO
W
FINISHED GRADE AND REINFORCE W
ITH
6x6-10/10 WWF (COORDINATE WITH
MECHANICAL CONTRACTOR) (TYPICAL)
NO
T SHOW
N THIS SHEET
6" 14 GAGE (600S162-68) STUDS
W
ITH CENTER BRACE SPACED
BELO
W
EACH ROO
F JO
IST
1/2" STEEL PLATE
THRO
UG
H
W
24x55
W
24x55
SHORE AND RETAIN EXISTING
JOIST TO BEAR O
N NEW
W
ALL
EXISTING W
ALL
8" 12 GAGE (800S200-97)
STEEL JOISTS AT 16" O.C.
6" 14 GAGE (600S162-68) STUDS
W
ITH CENTER BRACE SPACED
BELO
W
EACH RO
OF JOIST
6" 14 GAGE (600S162-68) STUDS
W
ITH CENTER BRACE SPACED
BELOW
EACH ROO
F JOIST
L3x4x1/4 X 6" LO
NG
W
ITH
(5) #10 SCREWS TO TRUSS
AND (2) 1/2" BOLTS TO BEAM
(TYPICAL EACH TRUSS)
2x6
TRUSS B.C.
NORTH
S201
04
SCALE: 1/8" = 1'-0"
O
PEARBLE PARTITIO
N SUPPO
RTS
OPERABLE PARTITION
PR ARCHITECTURAL -
MAXIMUM 1,700 LBS.
O
PERABLE PARTITION
PR ARCHITECTURAL -
MAXIMUM 1,260 LBS.
W12x14
W14x34
(4) 2x6 WOOD COLUMN
(EXTEND TO BASEMENT
SLAB BELOW)
M
INIM
UM
8" PO
CKET
IN EXISTING C.M.U. (FILL
CORES WITH GROUT)
REM
O
VE AND REINSTALL EXISTING
BRICK AND M
ORTAR IF NEW
BEAM
SLID IN FROM
EXTERIO
R
REM
OVE AND REINSTALL EXISTING
BRICK AND M
O
RTAR IF NEW
BEAM
SLID IN FRO
M
EXTERIOR
M
INIM
UM
8" POCKET
IN EXISTING C.M.U. (FILL
CORES WITH GROUT)
(4) 2x6 WOOD COLUMN
(EXTEND TO BASEMENT
SLAB BELOW)
TS6x6x1/4 WITH
L6x4x3/8
150
150
390
390
150
150
60
60
110
870
870
70 110
50
80
130
920
160
30
20
5,480
160
67
64
80
551
864
2333
97
551
3,589
3,589
197
197
140
140
372
372
243
243
268
268
172
172
101
101
265
265
22
33
44
55
66
77
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