HomeMy WebLinkAbout12005_2013-08-09_S201.pdfNORTH
Project No.
Sheet No.
Revisions:
Drawn By
Checked By
W
CHURCH SOLUTIONS
T&
BYRUM
A
RC
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
STRUCTURAL FOUNDATION AND FRAMING PLANSS201
S201
01
SCALE: 1/8" = 1'-0"
FOUNDATION 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"
ROOF FRAMING 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 ELEVATION
FOR (3) STEEL LINTELS
AT GATHERING AREA
INTERIOR OPENINGS
NOT SHOW
N THIS SHEET
SEE ARCHITECTURAL BASEMENT
FLOOR PLAN 01/A202 FOR PRECAST
LINTELS AT NEW
RESTROOM B025
AND CLASSROOM B045 OPENINGS
W
8x13 HEADER
W
ITH 1/4" STEEL PLATE
W8x10 HEADER
WITH 1/4" STEEL PLATE
W8x10 HEADER
WITH 1/4" STEEL PLATEMINIMUM 8" BEARING EACH SIDE
UNLESS NOTED OTHERW
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.
TS4x4x1/4 CO
LU
M
N W
ITH
12x12x1/4 BASE PLATE AN
D
(4) 3/4" X 12" ANCHOR BOLTS
(TYPICAL 10 COLONNADE COLUMNS)TS8x8x1/4 C
O
LU
M
N W
ITH
14x14x1/4 BASE PLA
TE AN
D
(4) 3/4" X 12" ANCHOR BOLTS
(TYPICAL 4 CANOPY COLUMNS)
CANTILEVER
W
24x55
W
24x55
CANTILEVER
W24x55
W24x55
2x W
OOD TRUSSES AT 24" O.C. DESIGNED BY
MANUFACTURER'S INDIANA PROFESSIONAL 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
OVER GROUTED 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"
CONNECTIONS AND BRACING DETAIL
TOP OF STEEL
113'-0"
5'-5 3/4"±28'-6 1/4"4"
10'-9"
11'-3"
FACE OF BRICK (SEE
ARCHITECTURAL)
INN
STATE OF
16188
S
I
OFESSIO
PR
R
E
G
TEPH
E
N
E
A
N
A
L
N
GINEE
DIA
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
TOP OF FOOTING
94'-8"
FACE OF BRICK (SEE
ARCHITECTURAL)
TOP OF FOOTING
95'-4"
6'-6" X 4'-0" X 16" DEEP
CONCRETE FOOTING
WITH (3) #5 BARS TOP
AND BOTTOM EACH W
AY
(TYPICAL 4 CANOPY
FOOTINGS)
TOP OF FOOTING
94'-8"
TOP OF FOOTING
95'-4"
TOP OF FOOTING
97'-4"
2'-0" X 2'-6" DEEP
CONCRETE FOOTING
WITH (2) #5 BARS
CONTINUOUS
3'-0" X 2'-6" DEEP
CONCRETE FOOTING
WITH (3) #5 BARS
CONTINUOUS
2'-6" X 2'-0" DEEP
CONCRETE FOOTING
WITH (3) #5 BARS
CONTINUOUS
2'-0" X 2'-0" DEEP
CONCRETE FOOTING
WITH (2) #5 BARS
CONTINUOUS
2'-6" X 1'-0" DEEP
CONCRETE FOOTING
WITH (3) #5 BARS
CONTINUOUS
PIN EXISTING FOOTING
TO NEW
FOOTING W
ITH
(2) MINIMUM 28" LONG
#5 BARS AT 12" O.C.
(MINIMUM 6" EMBED
EPOXY INTO EXISTING)
3/4" DEEP SAW
-CUT
CONTROL JOINTS
SLAB ON 10 MIL VAPOR BARRIER
ON MINIMUM 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 FOOTING
WITH (2) #5 BARS
CONTINUOUS
4'-0"
02
A402
02
A402
1'-0" W
IDE X 30" DEEP
CONCRETE FOOTING
WITH (1) #5 BAR
CONTINUOUS
PIN EXISTING SLAB TO
TO NEW
FOOTING W
ITH
12" LONG #4 BARS
AT 12" O.C.
RTU
300 LBS.
PROVIDE 4" THICK, 3000 PSI WITH 6
AIR CONCRETE PADS SIZED PER H.V.A.C.
UNITS - EXTEND 8" W
IDE MONOLITHIC
PERIMETER FOOTING MINIMUM 30" BELOW
FINISHED GRADE AND REINFORCE W
ITH
6x6-10/10 WWF (COORDINATE WITH
MECHANICAL CONTRACTOR) (TYPICAL)
NOT SHOW
N THIS SHEET
6" 14 GAGE (600S162-68) STUDS
W
ITH CENTER BRACE SPACED
BELOW
EACH ROOF JOIST
1/2" STEEL PLATE
THROUGH
W
24x55
W
24x55
SHORE AND RETAIN EXISTING
JOIST TO BEAR ON 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
BELOW
EACH ROOF JOIST
6" 14 GAGE (600S162-68) STUDS
W
ITH CENTER BRACE SPACED
BELOW
EACH ROOF JOIST
L3x4x1/4 X 6" LONG 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"
OPEARBLE PARTITION SUPPORTS
OPERABLE PARTITION
PR ARCHITECTURAL -
MAXIMUM 1,700 LBS.
OPERABLE PARTITION
PR ARCHITECTURAL -
MAXIMUM 1,260 LBS.
W12x14
W14x34
(4) 2x6 WOOD COLUMN
(EXTEND TO BASEMENT
SLAB BELOW)
MINIMUM 8" POCKET
IN EXISTING C.M.U. (FILL
CORES WITH GROUT)
REMOVE AND REINSTALL EXISTING
BRICK AND MORTAR IF NEW
BEAM
SLID IN FROM EXTERIOR
REMOVE AND REINSTALL EXISTING
BRICK AND MORTAR IF NEW
BEAM
SLID IN FROM EXTERIOR
MINIMUM 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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