HomeMy WebLinkAboutA425MAIN ROOF
873' - 1 5/8"
FIRST BALCONY
835' - 9 5/8"
SECOND BALCONY
851' - 4 5/8"
CATWALK
860' - 10 5/8"
S
FIRST BALCONY
33' - 2"
SECOND BALCONY
48' - 9"
CATWALK
58' - 3"
MAIN ROOF
70' - 6"
LEVEL-2 UPPER
LEVEL
28' - 0"
TYPE - C
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
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 - 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
STEEL ROOF STRUCTURE;
SEE S-SERIES DRWGS.
PERIMETER FIRE
CONTAINMENT SYSTEM
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.
6" STEEL STUDS @ 16" O.C. CLIPPED
TO VERTICAL STRUCTURAL STEEL
WITH 1/2" DENSDECK SHEATHING
TYPE - C
INTERIOR PARTITION; SEE
SCHEDULE FOR TYPE
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
CONTOL JOINT;
REFER BUILDING
ELEVATIONS
INTERIOR PARTITION; SEE
SCHEDULE FOR TYPE
INTERIOR PARTITION; SEE
SCHEDULE FOR TYPE
CONCRETE FOUNDATION; SEE
F-SERIES DRWGS.
6' - 9 5/8"
A603
1
SIM.
A602
15
A602
14
SIM.
SIM.
MAIN ROOF
873' - 1 5/8"
FIRST BALCONY
835' - 9 5/8"
SECOND BALCONY
851' - 4 5/8"
CATWALK
860' - 10 5/8"
T
TYPE - C
PREFINISHED ALUMINUM
COPING; NO EXPOSED
FASTENERS
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 - 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
STEEL ROOF STRUCTURE; SEE
S-SERIES DRWGS.
PERIMETER FIRE
CONTAINMENT SYSTEM
2" RIGID INSULATION; BUILDING
WRAP; 1/2" EXTERIOR GYPSUM
SHEATHING & 6" STEEL STUDS
@ 16" O.C.
6" STEEL STUDS @ 16" O.C. CLIPPED
TO VERTICAL STRUCTURAL STEEL
WITH 1/2" DENSDECK SHEATHING
TYPE - C
INTERIOR PARTITION;
SEE SCHEDULE FOR
TYPE
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
INTERIOR PARTITION; SEE
SCHEDULE FOR TYPE
INTERIOR PARTITION;
SEE SCHEDULE FOR
TYPE
37' - 4"
CONTOL JOINT;
REFER BUILDING
ELEVATIONS
6' - 9 5/8"
A603
1
SIM.
A602
15
SIM.
A602
14 SIM.
FIRST BALCONY
835' - 9 5/8"
SECOND BALCONY
851' - 4 5/8"
2.1 2.2
TYPE - B
CONTINUOUS ALUMINUM
ROOF EDGE, NO EXPOSED
FASTNERS
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
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
PERIMETER FIRE
CONTAINMENT SYSTEM
SUSPENDED ACOUSTIC
CEILING; REFER TO
SCHEDULE FOR TYPE
15' - 7"
CONCRETE ON STEEL DECK
ON STEEL STRUCTURE;
REFER TO 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
STEEL ROOF/FLOOR
STRUCTURE; REFER TO S-
SERIES DRWGS.
A602
11
6"
FIRST BALCONY
835' - 9 5/8"
2.1 2.2
EXISTING ROOF
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
WALL BEYOND TYPE - C
202B
SCHEDULED CEILING
6" 7' - 2"
STEEL ROOF & FLOOR
STRUCTURE; SEE S-SERIES
DRWGS. A603
9
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 10:49:38 AM
C:\!!!Bryan\Revit\NVCLC-bd.rvt
A425
WALL SECTIONS
NEW WORSHIP
CENTER
Checker
Author
06-10-2008
535-3581
A425 1/2" = 1'-0"
1 WALL SECTION
A425 1/2" = 1'-0"
2 WALL SECTION
A425 1/2" = 1'-0"
3 WALL SECTION
A425 1/2" = 1'-0"
4 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
5 ADDENDUM # 2 05.16.08
9 ADDENDUM # 6 06.10.08
10 PERMIT SET 06.10.08