HomeMy WebLinkAboutA211ADN
DN
UP UP
DN
UP
UP
UP
F.E.C.
F.E.C.
F.E.C.
F.E.C.
DN
UP
DN
A301
A301
3
2
1
A411
2
A411
118A
102A 102B
1148 SF
WORKSHOP
116
714 SF
STORAGE
115
475 SF
DELIVERY
118
341 SF
WOMENS'
REST RM.
111
395 SF
VESTIBULE
102
111 SF
VEST.
112
107
106
103A 103B
113
112
103C 103D
102D
102C
0"
-3' - 0"
99 SF
VEST.
107
106 SF
VESTIBULE
106
97 SF
VEST.
113
3
118D
A111
2
116B
250 SF
STAIR-1
S-11
162 SF
WOMENS'
REST RM.
110
3103 SF
PLATFORM
119
662 SF
SIDE
PLATFORM
117
382 SF
SIDE
PLATFORM
120
PROJECTION ROOM
199 SF
STAIR-2
S-12
PIT
LIFT
Alternate A-1
123 SF
CAPSTONE
OFF.
121 A
2
A412
MAIN LEVEL - 21 ROWS - 1100 SEATS
FIRST BALCONY - 8 ROWS - 530 SEATS
SECOND BALCONY - 6 ROWS - 400 SEATS
R 40' - 0"
1
A412
C101
1 5
H3
4
2.3 4
R 113' - 8 1/4"
R 123' - 0"
X9
X2
X3
X6
X7
X8
H2
4.6
4.6
H4
P
4.3
H5
4.8
M
L
L
L4
S
T
ND
U
H1.5
1.5
9' - 9 1/4"
MATCH LINE
2
S01C
S101E
S101F
S11A S12A
MATCH LINE
2
A413
2
A421
1
A421
8' - 3 3/4"
13' - 6 3/4" 11' - 8 3/8"
R 123' - 0"
R 124' - 2 5/8"
4' - 8 1/2"
31.01
R 105' - 0 1/4"
124.49
15' - 0"
3
A421
2
A423
1
A422
H3.2
CHAIR
STORAGE/
CATERING
105
MENS'
RESTROOM
108
ENTRANCE
LOBBY
101
DIAPER
CHANGE
DIAPER
CHANGE
JAN. RM.
109
JANITOR
124
105
108
109
110
111
124
X
2.0
3.8
3.8
H1
2.6
3.6
3.6
0.8
Y2
G
Z
67' - 8 3/4"
48' - 2 3/4"
L2
P12
R 112' - 9"
P15
X10
X4
X5
CAPSTONE
114
A521
1
A521
2
A521
3
A521
8
A302 2
3
A302
6
A302
4
A302
5
A302
1
A302
7
X1
0.4 2.4 2.8 3.3 4.4
Y
E F
B
Z2
Z3
Z1
Z4
P4 P5
P3
P2
P6
P7
P10
A502
2
A501
2
A511
4
273 SF
STAIR-4
S-14
258 SF
STAIR-3
S-13
N1
N2
N3
M1
M2
M3
N
1.3 2.1
W
W3
W2
W1
7
A531
1
P8
P9
SOUND BOOTH
104
313 SF
CORR.
C-101
116A
118C
A532
2
A532
3
STAIR-5
S-15
2.2 4.2
N4 M4
A505
1
A503
2
4.1
4.1
P1
T4
T2
T3
T5
S1
S2
S3
S4
S5
S11B
1
A426
1
A423
3
A423
2
A427
118B
S12B
S12C
170 SF
CAPSTONE
STO.
121 B
121B
J
J1
J2
LEVEL-1
103
115A
115B
3.1
R 49' - 9"
A524
7
6
9
8
3
A424
2
A422
1
A424
4
A424
2
A424
2
A426
9 12
7
7
9 12 9 12
12 9
12 9
10
7
10
10
2
20
ROOF AREA
SEE A251
21
17
22
TYP.
21 TYP.
21
7
21 TYP.
5
16
21
40' - 0"
13' - 2" 5' - 3 1/2"
3
1
12
4
1
21
TYP.
19
R 114' - 0 1/2"
R 123' - 0"
16
16
20 20
10
3 A111
A111 4
3
A426
F6
F4
UP
SLOPE 1:12
UP
SLOPE 1:12
UP
SLOPE 1:12
UP
SLOPE 1:12
UP
SLOPE 1:12
UP
SLOPE 1:12
-3' - 0"
-3' - 0"
0"
3' - 6"
8' - 0"
0"
0"
-3' - 0"
0"
F4
F6
B1 A3
A2
A3
F7
A3
A2
A2
A3
A3
A3
F3
F7
F3
F7
F3
F7
B2
A3
F6
D1
F7
A3
A3
A3
A3
F6
A3
A2
D1
F6
F6
F6
A2
A1
F7 F7
F6
F6
F6
A2 A3
A3
A3
B2
F6
F4
F4
B1
B1
B1
B1
A3
A3
B1
B1
A1 F1 A2
F1
F1
A3
F1
F1 F1
F1
A2
B1
A3
A2
A2
A2
A2
D1
A1
A3
B1
A3
A3
A3
F3
A3
A3
DN
SLOPE 1:12
DN
SLOPE 1:12
DN
SLOPE 1:12
DN
SLOPE 1:12
DN
SLOPE 1:12
DN
SLOPE 1:12
17 17
82' - 5 13/16"
3' - 6"
8
15
A1
A3
F6
A2
A2
A2
A2
7
1
TOILET
TOILET
6
5
A3
A3
F7
A3
F6
F6
A3
9
A702
20
D1
F6
F6
F6 F6
6
Elevator
Alternate A-2
LOBBY RENOVATION
Alternate A-6
CAMERA
PLATFORM
3
A427
817' - 7 5/8"
23
1' - 11"
1' - 8 1/2"
8' - 0" 4"
8
28' - 10"
5' - 5"
4' - 9"
19' - 5"
18' - 9"
13 13
A521
12
A533
8
A521
4
11
1
A508
1
AS-5
24
24
24
24
24
Date: Scale
Drawn By
Checked By
Project
Number
ARCHITECTURE
PLANNING
INTERIOR DESIGN
STRUCTURAL ENGINEERING
424 East Fourth Street
Cincinnati, Ohio 45202
w w w . c h a r c h i t e c t s . c o m
tel: 513/241/4474 fax: 513/241/0081
ISSUANCES
COMPUTER FILE
1400 West Dorothy Lane
Dayton, Ohio 45409-1310
Tel: (937) 224-0861
Fax: (937) 224-5777
3417 South Sherman Drive
Beech Grove, IN 46107
Tel: (317) 780-1555
Fax: (317) 780-6525
750 North Orleans, Suite 400
Chicago, IL 60610
Tel: (312) 944-8230
Fax: (312) 944-8297
117 East Washington
Street, Suite 200
Indianapolis, IN 46204
Tel: (317) 637-2222
Fax: (317) 637-2260
1137 West Taylor St.
Suite 316
Chicago, IL 60607
Tel: (312) 224-8460
Fax: (312) 224-8961
1025 N.Watery Ln.
Brigham City, UT 84302
TEL: (453) 723-5000
FAX: (453) 538-5506
6622 Kingspointe
Parkway
Orlando, FL 33819
Tel: (407) 816-9400
Fax: (407) 816-9300
900145
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STATE OF
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No. Description Date
1/8" = 1'-0"
6/12/2008 4:35:04 PM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A211-A
FIRST FLOOR PLAN
NEW WORSHIP
CENTER
Checker
Author
06-10-2008
535-3581
1 SCHEMATIC DESIGN 10.18.07
2 DESIGN DEVELOPMENT 01.18.08
3 CD 50% 03.14.08
4 PERMIT SET 04.25.08
GENERAL NOTES
KEYNOTES
A. ALL DIMENSIONS ARE TO FINISH FACE OF
CONSTRUCTION UNLESS NOTED OTHERWISE.
B. SEE PARTITION SCHEDULE ON SHEET A702 FOR
GRAPHIC AND NARRATIVE DESCRIPTION OF
THE PARTITION TAGGED AND
KEYNOTED ON THESE PLAN DRAWINGS.
C. SEE SHEET A000 FOR ADDITIONAL GENERAL
NOTES AND ABBREVIATED NOTES WHICH
MAY APPEAR ON ALL CONSTRUCTION PLANS
AND DRAWINGS.
D. PARTITION TYPES INDICATED ARE
CONTINUOUS TO A CORNER OR AN
INTERSECTING PARTITION, UNLESS
INDICATED OTHERWISE. WHERE
PARTITIONS OF DIFFERENT
THICKNESSES MEET, MAINTAIN A
FLUSH SURFACE ON THE SIDE WHERE
FACES ARE STRAIGHT AND CONTINUOUS,
UNLESS NOTED OTHERWISE.
E. METAL STUD GAUGES SCHEDULED
ARE THE MINIMUM REQUIRED,
AND MAY BE INCREASED BY
SPECIFICATIONS TO ACCOMMODATE
LOADS, FINISHES, OR UNBRACED
CEILING HEIGHT LIMITS. DO NOT
CONSIDER CEILING SYSTEM(S) AS
A PARTITION BRACING ELEMENT.
F. EDGES OF GYPSUM BOARD LEFT
EXPOSED TO VIEW, OR ABUTTING
DISSIMILAR MATERIAL, IS TO BE
FINISHED WITH METAL "J" BEAD
TRIM AND COMPOUND UNLESS
NOTED OTHERWISE.
G. PARTITION SCHEDULE IS BASED ON
THE USE OF GYPSUM BOARD, BUT
FACING BOARD MAY VARY,
DEPENDENT ON FINAL FINISH
SCHEDULED FOR THAT PARTITION:
USE MOISTURE AND MOLD RESISTANT
BOARD WHERE SINKS OR
CERAMIC TILE ARE SCHEDULED.
H. ALL DOOR OPENINGS SHALL BE
6" FROM A PERPENDICULAR
PARTITION TO OUTSIDE FACE OF FRAME,
UNLESS NOTED OR
DETAILED OTHERWISE.
PLATFORM. CONSTRUCTION: 1/2" x 4'-0" x 8'-0" PAINTED
PLYRON FINISH FLOORING (STAGGERED JOINTS),
SCREW ATTACHED OVER 1" T&G PLYWOOD OR OSB
SUBSTRATE, GLUE ADHERE TO POURED CONCRETE
DECK.
FACE OF PLATFORM (36” ABOVE SEATING FLOOR) REF.
#9/A7.02 FOR SECTION DETAIL OF FACE OF STAGE.
LIFT. ALTERNATE A-1. BASE BID WORK EXCLUDES
THE MECHANICAL LIFT. THE LIFT PLAFORM AREA WILL
BE FILLED WITH A PIT PLATFORM INFILL SYSTEM. SEE
SHEET TP1.1 FOR SCOPE OF BASE BID WORK.
ALTERNATE A-1 BID TO INCLUDE THE MECHANICAL LIFT
IN LIEU OF THE INFILL SYSTEM. SEE SHEET TP1.0 FOR
THE SCOPE OF THIS WORK.
REAR PROJECTION SCREEN/CYC.
SLAB ON GRADE CONCRETE. ACID STAIN BLACK.
CAMERA PLATFORM. 1’ HIGH WOOD PLATFORM WITH
INTEGRAL STEP. FULLY CARPETED.
AISLE WAY, CARPETED. EDGE OF AISLEWAY
INDICATED
WITH SOLID LINE. THEATER SEATING SHALL NOT
ENCROACH UPON THIS BOUNDARY LINE. AISLEWAY
EGRESS LIGHTING PROVIDED BY DOWNLIGHTING
INTEGRAL WITH THEATER SEATS.
EDGE OF CARPET, EXTEND 24” INTO SEATING ZONE
FIXED SEATING AREA FLOORING FINISH: ACID STAINED
CONCRETE. REFER TO FINISH LEGEND AND
SPECIFICATIONS.
REAR AND FRONT CROSSAISLES. CARPETED.
EDGE OF CARPETING EXTENDED INTO SEATING ZONE
BY 2’. PROVIDE RUBBER TRANSITION STRIP, COLOR AS
SELECTED BY ARCHITECT.
FIXED AUDITORIUM SEATING. SEATING
MANUFACTURER TO PROVIDE LAYOUT WITH AVERAGE
CHAIR WIDTH OF 22” AND ROW SPACING OF 36”.
LAYOUT TO ACCOUNT FOR GOAL STATED ON
DRAWINGS FOR EACH LEVEL FOR A TOTAL PROJECTED
WORSHIP CENTER SEAT COUNT OF 2000 MIN. SEATING
LAYOUT SHOWN IS FOR INFORMATIONAL AND
CONCEPTUAL PURPOSES ONLY AND IS NOT INTENDED
AS THE FINAL LAYOUT. SEATING SUPPLIER AND
INSTALLERS SHALL COORDINATE EARLY IN THE
PROJECT WITH THE MECHANICAL CONTRACTOR TO
LOCATE THE UNDERFLOOR AIR DISTRIBUTION DEVICES.
HANDRAILING. 1 1/2:” DIA. WOOD ON WALL BRACKETS.
INSTALLED HEIGHT 36”.
MAIN CURTAIN, SEE THEATER DRAWINGS TR1.0.
OPENING IN PLATFORM TO PIT LEVEL BELOW.
PROVIDE SAFETY NETTING FOR FALL PROTECTION TO
FILL OPENING. NETTING TO BE INSTALLED IN MULTIPLE
(4 TO 6) SECTIONS WITH MEANS FOR ATTACHMENT AT
FULL PERRIMETER OF OPENING. SUPPLIER TO
ENGINEER NETTING TO MEET LOADING
REQUIREMENTS. ANY STAIR DEVICES SHOWN ON ANY
DRAWINGS IN THIS AREA ARE NOT TO BE INCLUDED IN
THIS PROJECT AND WILL BE PORTABLE DEVICES
PROVIDED BY THE OWNER.
UTILITY SINK, SEE PLUMBING DRAWINGS. FLOOR
SINKS IN JANITOR CLOSETS TO RECEIVE CERAMIC TILE
ON TWO WALLS WITH S.S. MOP HOLDER.
PROJECTOR SHELVING FOR REAR PROJECTORS. SEE
STRUCTURAL DWGS.
HOUSE SOUND MIXING BOOTH. REFERENCE SHEET
AV253 FOR ADDITIONAL INFORMAION.
SIDE STAGE MONITOR POSITION. REFERENCE SHEET
AV253 FOR ADDITIONAL INFORMATION.
SYMBOL INDICATES ADA WHEELCHAIR ACCESSIBLE
SEATING, TYP. FACILITY WILL COMPLY WITH 1%
DESIGNATED SEATING TO COMPLY WITH IBC 1108.2.2.
21 SPACES FOR PROJECTED COUNT OF 2,030.
STRUCTURAL TUBE STEEL MEMBERS, TYP. SEE
STRUCTURAL DRAWINGS. STRUCTURAL MEMBERS
(COLUMNS, BEAMS, TRUSSES AND BRACING) SHOWN
EXPOSED TO VIEW ON PLANS TO BE PAINTED, FULL
HEIGHT UNLESS OTHERWISE INDICATED.
ALL WALLS, CEILINGS, STAIRS, STRUCTURE, CONDUITS,
AND HVAC DEVICES IN THIS AREA TO BE PAINTED
BLACK. FLOORS TO BE SEALED CONCRETE.
SOUND MIXING BOOTH WITH LOW GYPSUM BOARD
PARTITIONS. REF. SECTION 3/A5.10 AND AV253 FOR
ADDITIONAL INFORMATION. AREA TO BE FULLY
CARPETED. FINISH FLOOR ELEVATION = 2'-4" BELOW
MAIN LEVEL. PROVIDE 1:12 RAMPED CONCRETE
FLOOR TRANSITION AT BOOTH ENTRANCE FROM
AISLE TO WEST OF BOOTH.
3/4" PAINTED PLYWOOD OVER GYB. BD., 4'-0" HIGH
FROM FINISH FLOOR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
ADD STAGE LIFT. STAGE PLATFORM TO FILL IN AREA OF THE
STAGE LIFT IN BASE BID.
ADD ELEVATOR SYSTEM (CAB, MACHINE, CONTROLS, RAILS,
PISTON). HOISTWAY SHAFT, PIT, LOCKED HOISTWAY DOORS,
CONDUITS AND PATHWAYS AND ALL ROUGH-IN AND BACK-BOXES
TO INSTALL ELEVATOR AND HALL STATIONSAT A LATER DATE TO
BE BASE BID.
DEDUCT ALL WORK IN EXISTING WORSHIP SPACE BELOW MATCH
LINE EXCEPT STAIR S-5 AND ANY CUTTING AND PATCHING
REQUIRED FOR NEW ADDITION.
Alternate A-2
Alternate A-6
Alternate A-1
5 ADDENDUM #2 05.16.08
23
6 ADDENDUM #3 05.23.08
A211-A 1/8" = 1'-0"
1 LEVEL-1 MAIN LEVEL-A
24
8 ADDENDUM #5 06.04.08
10 PERMIT SET 06.10.08