HomeMy WebLinkAboutA423FIRST FLOOR
817' - 7 5/8"
LEVEL-2 UPPER
LEVEL
830' - 7 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"
PRECAST CONCRETE LINTEL
TYPE -D
PRECAST CONCRETE BAND
TYPE - A2
TYPE - A2
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.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
CONTINUE ROOF MEMBRANE UP
PARAPET WALL, TERMINATE
BENEATH COPING
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
PREFINISHED INSULATED
ALUMINUM PANEL INTEGRAL
WITH STOREFRONT SYSTEM
P-LAM WINDOW STOOL
PERIMETER DRAIN TILE;
SEE P-SERIES DRWGS.
FOR INVERTS
PERIMETER FOUNDATION
WATERPROOF MEMBRANE
WITH 2" RIGID FOUNDATION
INSULATION AND DRAINAGE
GRID
PRECAST CONCRETE SILL
VERTICAL STRUCTURAL STEEL FOR
PARAPET SUPPORT; SEE S-SERIES
DRAWINGS
TOP OF PARAPET SLOPES;
REFER TO A3 SERIES
DRWGS.
PRECAST CONCRETE BAND
7/8" FURRING CHANNELS @ 16" O.C.
ANCHORED TO CONCRETE
FOUNDATION WALL; VAPOR BARRIER
& 5/8" TYPE 'X' GYPSUM SHEATHING
GRANULAR FILL TO
ALLOW FOR DRAINAGE
TO DRAIN TILE
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
CONCRETE SLAB ON GRADE WITH
VAPOR BARRIER ON COMPACTED
GRANULAR BASE
3' - 0" 4' - 0"
TYPE - B
1' - 8 3/8" 9' - 0 3/8" 3 5/8" 5' - 4 3/8" 3 5/8" 5' - 4 3/8" 3 5/8"
1' - 0" 2' VARIES - 4 3/4" 22' - 4"
CONCRETE FOUNDATION; SEE
F-SERIES DRWGS.
2" RIGID INSULATION
CURVED SCREEN
WALL; REFER TO S-
SERIES DRWGS. FOR
FRAMING
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
CONTINUOUS THRU-WALL
EPDM FLASHING
9' - 0"
3 5/8"
A602
4
SIM.
A602
3
A603
4
SIM.
A602 SIM.
2
FIRST FLOOR
817' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
TYPE - A2
Y Y2
9' - 0" 6' - 0"
TYPE - A2
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.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
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.
10" CMU. SEE STRUCTURAL
DRWGS ON F-SERIES
PERIMETER FIRE
CONTAINMENT SYSTEM
PERIMETER DRAIN TILE;
SEE P-SERIES DRWGS.
FOR INVERTS
PRECAST CONCRETE SILL
VERTICAL STRUCTURAL STEEL
FOR PARAPET SUPPORT; SEE
S-SERIES DRAWINGS
GRANULAR FILL TO
ALLOW FOR DRAINAGE
TO DRAIN TILE
FINISHED GRADE; REFER
TO C-SERIES DRWGS.
2" RIGID PERIMETER
FOUNDATION INSULATION; 24"
HORIZ., & VERT. TO TOP OF
FOOTING
1' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8"
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
PRECAST CONCRETE BAND
1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL
STUDS @ 16" O.C.; 6" BATT
INSULATION & VAPOR
BARRIER; 5/8" TYPE 'X'
GYPSUM SHEATHING
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
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS A602
7
TYP.
A602
6 TYP.
GALV. STEEL ANGLE WITH CONTINUOUS
THRU-WALL EPDM FLASHING
3/4" PAINTED PLYWOOD
OVER GYB. BD.
4' - 0"
A603
5
A603
6
FIRST FLOOR
817' - 7 5/8"
LEVEL-2 UPPER
LEVEL
830' - 7 5/8"
PIT LEVEL
808' - 7 5/8"
FIRST BALCONY
835' - 9 5/8"
PIT ROOF
824' - 7 5/8"
G
PREFINISHED METAL COPING
TYPE B
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
2" RIGID INSULATION; BUILDING BENEATH COPING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.; 1/2" DENSDECK
EXTERIOR SHEATHING & ROOF
MEMBRANE
FINISH TYPE-C
PERIMETER FIRE
CONTAINMENT SYSTEM
STEEL ROOF STRUCTURE; 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
OVERHEAD
DOOR SYSTEM
EXPOSED CONCRETE
FOUNDATION WALL WITH
ARCHITECTURAL CONCRETE
FINISH
CONCRETE SLAB ON GRADE
WITH VAPOR BARRIER ON
COMPACTED GRANULAR
BASE
CONCRETE SLAB
ON GRADE; REFER
TO C-SERIES
DRWGS.
2" RIGID PERIMETER FOUNDATION
INSULATION; 24" HORIZ., & 24"
VERT.
CONCRETE FOUNDATION;
SEE F-SERIES DRWGS.
4' - 0" 13' - 0" 5' - 2" 5' - 10"
OVERHEAD DOOR
A602
13
SIM.
METAL STUD
BOX HEADER
X/ (2) 8" STUDS
VERTICALLY
CONTINUE
SOFFIT SYSTEM
THROUGH TO
INTERIOR SIDE
OF BOX HEADER
END CLOSURE
ASSEMBLY
DOOR DRIVE MOTOR
A602
11
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 10:47:34 AM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A423
WALL SECTIONS
NEW WORSHIP
CENTER
Checker
KJ
06-10-2008
535-3581
A423 1/2" = 1'-0"
1 WALL SECTION
A423 1/2" = 1'-0"
2 WALL SECTION
A423 1/2" = 1'-0"
3 WALL SECTION
4 PERMIT SET 04.25.08
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
5 ADDENDUM # 2 05.16.08
8 ADDENDUM # 5 06.04.08
9 ADDENDUM # 6 06.10.08
10 PERMIT SET 06.10.08