HomeMy WebLinkAboutA424FIRST FLOOR
817' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
Y Y2
TYPE - A2
TYPE - A2
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
2 LAYERS OF 6" STEEL STUDS
@ 16" O.C. CLIPPED TO
STRUCTURAL STEEL WITH 1/2"
DENSDECK EXTERIOR
SHEATHING. SEE S- SERIES
DRWGS
FULLY ADHERED EPDM ROOF
SYSTEM; 2 LAYERS OF 1.5" RIGID
INSULATION ON STEEL DECK;
ADDITIONAL TAPERED INSULATION
AS REQUIRED TO MAINTAIN
MINIMUM SLOPE 1/4" PER FT. REF.
A251 FOR TAPERED INSULATION
LOCATIONS
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
CONCRETE WALL BEYOND
FINISH TYPE-C
10" CMU
PRECAST CONCRETE SILL
TYPE - A2
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
TYPE - A2
6' - 0" 13' - 0"
3' - 0" 6' - 0" 6' - 0" 1' - 4 3/8"3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8"
TYPE - A2
TYPE - A2
L O A D I N G
CONCRETE PAVEMENT; SEE
C-SERIES DRWGS.
OVERHEAD DOOR BEYOND
FIRST FLOOR
817' - 7 5/8"
Y2
Y
LEVEL-1
15' - 0"
TYPE - A2
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
PRECAST CONCRETE SILL
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
CONCRETE PAVEMENT; SEE
C-SERIES DRWGS.
TYPE - A2
10" CMU. SEE STRUCTURAL
DRWGS ON F-SERIES.
4' - 8" 6' - 0" 4"
FIRST FLOOR
817' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
SECOND BALCONY
851' - 4 5/8"
PIT ROOF
824' - 7 5/8"
Z
TYPE - B
TYPE - A2
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
PREFINISHED ALUMINUM
FLASHING; NO EXPOSED
FASTENERS
TYPE - B
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
FINISHED GRADE; REFER TO
C-SERIES DRWGS.
TYPE - B
TYPE - A2
4' - 8"
PREFINISHED ALUMINUM COPING;
NO EXPOSED FASTENERS
7' - 0" 11' - 2" 15' - 7"
2 LAYERS OF 6" STEEL STUDS @
16" O.C. CLIPPED TO
STRUCTURAL STEEL WITH 1/2"
DENSDECK EXTERIOR
SHEATHING. SEE S- SERIES
DRWGS
FIRST FLOOR
817' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
PIT ROOF
824' - 7 5/8"
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
PRECAST CONCRETE BAND
FINISHED GRADE; REFER
TO C-SERIES DRWGS. FINISHED GRADE; REFER TO
C-SERIES DRWGS.
TYPE - A2
STOREFRONT BEYOND
EXTERIOR WALL BEYOND
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
TYPE - A2
TYPE - A2
2 LAYERS OF 6" STEEL STUDS
@ 16" O.C. CLIPPED TO
STRUCTURAL STEEL WITH
1/2" DENSDECK EXTERIOR
SHEATHING. SEE S- SERIES
DRWGS.
PRE-FINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
TYPE - A2
6' - 0"
2' - 0"
7' - 0" 6' - 0"
1' - 8"
3' - 4 3/8" 3 5/8" 5' - 4 3/8" 3 5/8" 5' - 4 3/8" 3 5/8" 5' - 4 3/8" 3 5/8"
TOP OF PARAPET SLOPES;
REFER TO A3 SERIES
DRWGS.
20' - 8"
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
E
T
T
E
L
C
O
T
T
A
B
J
.
M
.
A
R
C
H
I
T
E
C
T
. .
NO
STATE OF
I
N
D
I
A
N
A
D
E
R
E
T
S
I
G
E
R
No. Description Date
1/2" = 1'-0"
6/13/2008 10:48:10 AM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A424
WALL SECTIONS
NEW WORSHIP
CENTER
Checker
KJ
06-10-2008
535-3581
A424 1/2" = 1'-0"
1 WALL SECTION
A424 1/2" = 1'-0"
4 WALL SECTION
A424 1/2" = 1'-0"
2 WALL SECTION
A424 1/2" = 1'-0"
3 WALL SECTION
SECTION KEY NOTES
TYPE-A1
FACE BRICK
TYPE-A2
SPLIT FACED CONCRETE MASONRY
UNITS
TYPE-B
CENTRIA EXPOSED FASTENER
ECONOLAP 3/4" (HORIZONTAL) (BASIS
OF DESIGN)
TYPE-C
WATER-DRAINAGE EXTERIOR
INSULATION AND FINISH SYSTEM (EIFS)
TYPE-D
EXTERIOR ALUMINUM-FRAMED
STOREFRONT SYSTEM
EXTERIOR COLD FORMED METAL FRAMING
GENERAL NOTES:
1. ALL LIGHT GAUGE FRAMING SHALL
BE DESIGNED IN ACCORDANCE
WITH THE AMERICAN IRON AND
STEEL INSTITUTE, “SPECIFICATION
FOR DESIGN OF COLD- FORMED
STEEL STRUCTURAL MEMBERS”
2. CONTRACTOR SHALL SUBMIT DESIGN
CALCULATIONS AND SHOP
DRAWINGS, SEALED BY A
PROFESSIONAL ENGINEER
REGISTERED IN INDIANA FOR ALL
LIGHT GAUGE EXTERIOR COLD
FORMED FRAMING SHOWING SIZE
AND GAUGE OF ALL MEMBERS AND
COMPLETE CONNECTION DESIGN.
3. ALL MEMBERS SHALL BE FORMED
OF CORROSION- RESISTANT STEEL,
CONFORMING TO THE
REQUIREMENTS OF ASTM A653.
4. ALL STUDS SHALL BE HAVE A
MINIMUM THICKNESS AND A
MAXIMUM SPACING AS REQUIRED
BY THE DESIGN, EXCEPT THAT
THE THICKNESS SHALL NOT BE
LESS THAN 18 GAUGE AND THE
SPACING SHALL NOT EXCEED 16”
ON CENTER.
5. ALL STRUCTURAL MEMBERS SHALL
BE GALVANIZED MEETING ASTM
A924 WITH A G60 COATING.
6. WELDS SHALL BE PERFORMED BY
WELDERS QUALIFIED IN
ACCORDANCE WITH SECTION 6.0 OF
THE AMERICAN WELDING
SOCIETY’S, “STRUCTURAL WELDING
CODE-SHEET METAL”, (AWS D1.3)
7. STUDS, HEADERS, RUNNERS AND
STRAPS SHALL HAVE A MINIMUM
YIELD STRENGTH OF Fy = 33 ksi FOR
18 GAUGE MEMBERS AND THINNER
AND Fy = 50 ksi FOR 16 GAUGE
MEMBERS AND THICKER.
8. TORCH CUTTING OF HOLES OR
MEMBERS IS NOT PERMITTED.
GENERAL NOTES
KEY NOTES
4 PERMIT SET 04.25.08
8 ADDENDUM # 5 06.04.08
9 ADDENDUM # 6 06.10.08
10 PERMIT SET 06.10.08