HomeMy WebLinkAboutA221DN
UP
DN
UP
DN
DN
UP
DN
DN
UP
F.E.C.
F.E.C.
F.E.C.
DN
F.E.C.
UP
F.E.C.
F.E.C.
DN
A301
A301
3
2
1
A411
2
A411
3
A111
2
PROJECTION
ROOM
221
EXISTING
ROOF OVER
GATHERING
CENTER
EXISTING ROOF
OVER
CAPSTONE
EXISTING
ROOF OVER
GATHERING
CENTER
MEZZANINE
204
BALCONY-1
200
200A 200B
200C 200D
201A
201B
201D
201C
2
A412
1
A412
MACHINE RM.
203
CRYING ROOM
202
1 5
H3
X9
X2
X3
X6
X7
X8
H2
4.6
H4
P
H5
M
L
L
L4
S
T
ND
U
H1.5
1.5
2
A413
2
A421
1
A421
3
A421
2
A423
1
A422
H3.2
X
2.0
3.8
H1
2.6
3.6
0.8
Y2
G
Z
Z
L2
L3
P12
P15
X10
X4
X5
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
A501 3
3
A511
5
N1
N2
N3
M1
M2
M3
N
1.3 2.1
W
W3
W2
W1
A531
1
P8
P9
202A
203A
VEST.
201
A532
2
A532
3
STAIR-2
S-22
STAIR-3
S-23
STAIR-5
S-25
2.2
4.2
N4 M4
202B 203B
A505
2
A503
3
T4
T1
T2
T3
T5
S1
S2
S3
S4
S5
STAIR-4
S-24
A501
4
1
A426
1
A423
3
A423
2
A427
R 104' - 1 1/4"
10.00
30.00
J
J1
J2
S21
3.1
3
A424
2
A422
1
A424
4
A424
2
A424
2
A426
1
2 A425
A425
3
A425
4
A425
1
A427
1
A427
3 A111
A111 4
FIRST BALCONY
8 ROWS
530 SEATS
4
A425
OPP.
3
A425
OPP.
3
A426
2
A427
SIM.
F4
F4
F7
B1
F7
F7
A3
F7
F7
F7
F7
F2
F3
F7
F3
F3
F3
F4
F4
A3
A3
B1
F1
F1 A2
A3
A3
F1
F1
A2
DOWN
DOWN
DOWN
DOWN
DOWN
DOWN
9
9
9
9
8
2
8
2
9
9
9
9
2
2
2
2
5
3 7
5
3 7
5
3 7
5
7 3
5
7 3
6
10
6
4
4
12
11
12
13
14
13
14
5
A507
SEE A211-A FOR MAIN
LEVEL (PLATFORM)
1
SEE A251 FOR
ROOF PLAN
SEE A251 FOR
ROOF PLAN
9
A702
11
SEE A251 FOR
ROOF PLAN
SEE A251 FOR
ROOF PLAN
SEE A251 FOR
ROOF PLAN
SEE A251 FOR
ROOF PLAN
3
A427
A701
2
A521
12
A533
8
A521
4
11
A522
6
1
A508
1
AS-5
14
A603
14
A603
SIM.
EJ EJ
EJ EJ
EJ
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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No. Description Date
1/8" = 1'-0"
6/12/2008 4:42:45 PM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A221
FIRST BALCONY
FLOOR PLAN
NEW WORSHIP
CENTER
Checker
Author
06-10-2008
535-3581
1 SCHEMATIC DESIGN 10.10.18.18.07 07
2 DESIGN DEVELOPMENT 01.18.08
3 CD 50% 03.14.08
4 PERMIT SET 04.25.08
A221 1/8" = 1'-0"
1 FIRST BALCONY
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.
REAR PROJECTION SCREEN/ CYC.
AISLE WAY WITH CAST-IN-PLACE TREADS AND RISERS.
AISLEWAY TO BE FULLY CARPETED FROM TOP LANDING
TO GUARDRAILING. INCLUDING ALL VERTICAL FACES
AND SIDES FACING THE SEATING. AISLEWAY EGRESS
LIGHTING PROVIDED BY DOWNLIGHTING INTEGRAL
WITH THEATER SEATS.
FIXED SEATING AREA FLOORING FINISH: ACID STAINED
CONCRETE. REFER TO FINISH LEGEND AND
SPECIFICATIONS.
REAR CROSS-AISLE. THE HIGHEST TIER OF THE
BALCONY WHERE THE REAR CROSS-AISLE OCCURS
SHALL BE FULLY CARPETED INCLUDING UNDER ANY
SEATS MOUNTED AT THAT LEVEL.
6” THICK REINFORCED PRECAST CONCRETE PLANKS.
REFER TO PRECAST GENERAL NOTES. SEE A711 FOR
DIMENSIONS. REF. 10/A702 FOR INFILL RISER MATERIAL
BETWEEN EACH ROW OR PRECAST CONCRETE PLANKS.
30” HIGH GUARD RAILING AT SEATING. SEE 5/A507.
GUARD TO BE 42” AT THE BOTTOM ENDS OF AISLES.
SEE SHT. A507.
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 TOLOCATE THE
UNDERFLOOR AIR DISTRIBUTION DEVICES.
PAINTED 1 ½” DIA. STEEL HANDRAIL ON BRACKETS AT
WALL. MOUNTED AT 36” HIGH.
PAINTED 2-LINE STEEL RAILINGS. SEE SECTION 1/A711
FOR ADDITIONAL INFORMATION.
HOUSE SOUND MIXING BOOTH BELOW.
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.
GUARDRAILING. SEE SECTION DETAIL 6/A507.
STAIRS OPEN TO WORSHIP CENTER BALCONIES.
LANDINGS, TREADS AND RISERS FULLY CARPETED.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLANT PRECAST
STRUCTURAL
PLANKS GENERAL
NOTES
1. PLANKS SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER WHO IS REGISTERED IN THE STATE OF
INDIANA AND ENGINEERED SEALED SHOP DRAWINGS
SHALL BE SUBMITTED.
2. THE DESIGN SHALL CONFORM TO THE BUILDING
CODE REQUIREMENTS OF THE AMERICAN
CONCRETE INSTITUTE.
3. PLANKS SHALL BE DESIGNED FOR A UNIFORM
FLOOR LIVE LOAD EQUAL TO 100 psf. AND A
CONCENTRATED LOAD EQUAL TO 2,000 lbs OVER
6.25 SQUARE FEET.
4. IN ADDITION, PLANKS SHALL BE DESIGNED FOR
ALL SUPERIMPOSED OR SUSPENDED WEIGHTS
IMPOSED BY OTHER TRADES. CONTRACTOR SHALL
COORDINATE ALL LOADING INFORMATION.
5. WHERE DETAILED ON THESE DRAWINGS, WELD
PLATES SHALL BE INCLUDED.
6. CONTRACTOR SHALL COORDINATE ALL TRADES
SO THAT ALL OPENING SIZES AND LOCATIONS ARE
KNOWN IN ADVANCE.
7. HOLES REQUIRING THE CUTTING OF PRESTRESS
STRANDS SHALL BE PLANNED FOR IN ADVANCE OF
INSTALLATION.
8. NO PRESTRESS STRANDS SHALL BE CUT
WITHOUT APPROVAL OF PLANK DESIGNER.
9. FOLLOW THE PLANK DESIGNER’S INSTRUCTIONS
WHEN CUTTING HOLES.
5 ADDENDUM #2 05.16.08
6 ADDENDUM #3 05.23.08
8 ADDENDUM #5 06.04.08
10 PERMIT SET 06.10.08