HomeMy WebLinkAboutA504FIRST FLOOR
817' - 7 5/8"
LEVEL-2 UPPER
LEVEL
830' - 7 5/8"
MAIN ROOF
873' - 1 5/8"
T O MASONRY
841' - 9 5/8"
PIT LEVEL
808' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
SECOND BALCONY
851' - 4 5/8"
PIT ROOF
824' - 7 5/8"
CATWALK
860' - 10 5/8"
REFER TO 4/A507 FOR DETAIL OF
ALTERNATING TREAD DEVICE.
CATWALK
LEVEL
INTERMEDIATE
LANDING ONE
12' - 3"
SECOND
BALCONY
LEVEL
17 RISERS @ 6.706" = 9' - 6"
FIRST
BALCONY
LEVEL
FIRST
BALCONY
LEVEL
INTERMEDIATE
LANDING ONE
LEVEL 1
LEVEL 1
PIT
LEVEL
F4
3'-0"" X 8'-0"" ROOF ACCESS HATCH
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
PAINT ALL
EXPOSED
STRUCTURAL
FRAMING.
PAINT EXPOSED
STRUCTURAL
COLUMN.
1 1/2" PAINTED PIPE RAIL
STEEL BOX STRINGER
CONCRETE
FILLED STEEL
PAN TREADS
W/22X14X21 # MESH
1 1/2" O.D. METAL PIPE
HAND RAIL- TYPICAL
BOTH SIDES
PERFORATED METAL PANEL INFIL
15 @ 6.233" = 7' - 9 1/2" 15 @ 6.233" = 7' - 9 1/2"
9' - 0" 18' - 2" 15' - 7" 9' - 6"
16 RISERS @ 6.75" = 9' - 0" 16 RISERS @ 6.8125" = 9' - 1" 16 RISERS @ 6.8125" = 9' - 1"
CONCRETE SLAB ON GRADE:
VAPOR BARRIER; 6: GRANULAR BASE.
SEE S-SERIES DWGS.
NOTE:
ALL EXPOSED INTERIOR
METAL WORK RELATED
TO
STAIRS TO BE PAINTED
STEEL BOX STRINGER
PERFORATED METAL
PANEL INFIL
NOTE:
ALL EXPOSED
STRUCTURAL STEEL
TO BE PAINTED
HANGING WOOD PANELS
AS SCHEDULED
PAINT EXPOSED
STRUCTURAL STEEL
COLUMN BEYOND
HANGING WOOD PANELS
AS SCHEDULED
PAINT EXPOSED
STRUCTURAL STEEL
COLUMN
CONCRETE
FILLED STEEL
PAN TREADS
W/22X14X21 # MESH
STEEL BOX STRINGER
1 1/2" O.D. METAL PIPE
HAND RAIL- TYPICAL
BOTH SIDES
PERFORATED METAL
PANEL INFIL
STEEL BOX STRINGER
1 1/2" O.D. METAL PIPE
HAND RAIL- TYPICAL
BOTH SIDES
PERFORATED METAL
PANEL INFIL
PAINT EXPOSED
STRUCTURAL STEEL
COLUMN
PAINT EXPOSED
STRUCTURAL STEEL
COLUMN
PAINT EXPOSED
STRUCTURAL STEEL
COLUMN
STAIR 3
3
3' - 0"
3' - 6"
3' - 0"
3' - 6"
3' - 0"
3' - 6"
3' - 0"
3' - 6"
3' - 6"
3' - 0"
3 7/8"
3 1/2" 3 1/2"
3' - 6"
3 7/8"
3' - 6"
3' - 6" 6"
7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8"
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
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No. Description Date
1/2" = 1'-0"
6/13/2008 10:58:26 AM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A504
STAIR
SECTIONS-STAIR 3
NEW WORSHIP
CENTER
Checker
Author
06-10-2008
535-3581
1/2" = 1'-0"
A504
1 STAIR 3 SECTION-3
4 PERMIT SET 04.25.08
6 ADDENDUM #3 05.23.08
9 ADDENDUM # 6 06.10.08
10 PERMIT SET 06.10.08