HomeMy WebLinkAboutA426FIRST FLOOR
817' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
PIT ROOF
824' - 7 5/8"
ND
TYPE B
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.; 1/2" DENSDECK
EXTERIOR SHEATHING & ROOF
MEMBRANE
PERIMETER FIRE
CONTAINMENT SYSTEM
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
CONTINUE ROOF MEMBRANE UP
PARAPET WALL, TERMINATE
BENEATH COPING
STEEL ROOF STRUCTURE; SEE
S-SERIES DRWGS.
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.; 6" BATT INSULATION
& VAPOR BARRIER; 5/8" TYPE
'X' GYPSUM SHEATHING
TYPE - B
EIFS SOFFIT SYSTEM
22' - 0"
13' - 8 1/2"
12' - 0"
10' - 3"
SUSPENDED ACOUSTIC
CEILING; REFER TO
SCHEDULE FOR TYPE
CONCRETE SLAB ON GRADE WITH
VAPOR BARRIER ON COMPACTED
GRANULAR BASE
2" RIGID PERIMETER FOUNDATION
INSULATION; 24" HORIZ., & VERT. TO
TOP OF FOOING
9' - 6" 2' - 6"
STEEL CANOPY STRUCTURE;
REFER TO S-SERIES DRWGS.
TYPE - D
CONCRETE WALK, SLOPE AWAY
FROM BUILDING
CONCRETE FOUNDATION;
REFER TO F-SERIES DRWGS.
SIM.
SIM.
A602
11
CANOPY ROOF: 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
FIRST FLOOR
817' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
PIT ROOF
824' - 7 5/8"
X
4' - 0 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" 5' - VARIES 3 7/8"
6' - 4 3/8" 3 5/8" 5' - 4 3/8" 4' - 0 3/4" 3 5/8" 5' - 4 3/8" 3 5/16" 5' - VARIES 4 3/8"
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
PRECAST CONCRETE BAND
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
CONCRETE SLAB ON GRADE;
REFER TO C-SERIES
DRWGS.
TYPE - A2
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 TOP OF WALL SLOPES;
REFER TO A3 SERIES
DRWGS.
PRECAST CONCRETE BAND
4' - 0 1/2"
PERIMETER DRAIN TILE;
SEE P-SERIES DRWGS.
FOR INVERTS
GRANULAR FILL TO
ALLOW FOR DRAINAGE
TO DRAIN TILE
TYPE - A2
TYPE - A2
TYPE - A2
TYPE - A2
TYPE - A2
TYPE - A2
TYPE - A2
FINISH TYPE-C
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
FIRST FLOOR
817' - 7 5/8"
T O MASONRY
841' - 9 5/8"
FIRST BALCONY
835' - 9 5/8"
PIT ROOF
22' - 0"
LEVEL-1
15' - 0"
LEVEL-2 UPPER
LEVEL
28' - 0"
7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8"
TYPE - A2
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
CONTINUE ROOF MEMBRANE UP
PARAPET WALL, TERMINATE
BENEATH COPING
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
CONCRETE SLAB ON GRADE WITH
VAPOR BARRIER ON COMPACTED
GRANULAR BASE
6" STEEL STUDS @ 16" O.C. CLIPPED
TO VERTICAL STRUCTURAL STEEL
WITH 1/2" DENSDECK EXTERIOR
SHEATHING
STEEL ROOF STRUCTURE; SEE
S-SERIES DRWGS.
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.; 6" BATT INSULATION
& VAPOR BARRIER; 5/8" TYPE
'X' GYPSUM SHEATHING
PERIMETER FIRE
CONTAINMENT SYSTEM
PERIMETER DRAIN TILE;
SEE P-SERIES DRWGS.
FOR INVERTS
PRECAST CONCRETE SILL
TOP OF PARAPET SLOPES; REFER
TO A3 SERIES DRWGS.
GRANULAR FILL TO
ALLOW FOR DRAINAGE
TO DRAIN TILE
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
VARIES
BUILDING COLUMN BEYOND
TYPE - A2
TYPE - A2
TYPE - A2
PRECAST CONCRETE SILL
PRECAST CONCRETE SILL
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
A602
7 SIM.
A602
6
SIM.
A602
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 10:51:42 AM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A426
WALL SECTIONS
NEW WORSHIP
CENTER
Checker
Author
06-10-2008
535-3581
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
1/2" = 1'-0" KEY NOTES
A426
1 WALL SECTION
A426 1/2" = 1'-0"
2 WALL SECTION
A426 1/2" = 1'-0"
3 WALL SECTION
5 ADDENDUM # 2 05.16.08
8 ADDENDUM # 5 06.04.08
9 ADDENDUM # 6 06.10.08
10 PERMIT SET 06.10.08