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Home My WebLink AboutA422FIRST FLOOR 817' - 7 5/8" MAIN ROOF 873' - 1 5/8" FIRST BALCONY 835' - 9 5/8" SECOND BALCONY 851' - 4 5/8" PIT ROOF 824' - 7 5/8" H1.5 H2 PREFINISHED METAL COPING TYPE B TYPE C PIT ROOF 22' - 0" FIRST BALCONY 33' - 2" SECOND BALCONY 48' - 9" CATWALK 58' - 3" MAIN ROOF 70' - 6" LEVEL-1 15' - 0" LEVEL-2 UPPER LEVEL 28' - 0" A602 12 PREFINISHED ALUMINUM COPING; NO EXPOSED FASTENERS 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 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 FULLY ADHERED EPDM ROOF MEMBRANE ;1/4" DENSDECK SHEATHING; 2" RIGID ROOF INSULATION ON SLOPED STEEL DECK 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 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 TYPE B PERIMETER FIRE CONTAINMENT SYSTEM 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 26' - 9" 6' - 9 15/16" 21' - 9" 6' - 4 1/4" 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 STRUCTURE; SEE S-SERIES DRWGS. CONTINUE ROOF MEMBRANE UP EXTERIOR WALL MIN. 48"; COVER WITH EXTERIOR WALL FINISH CONTINUE ROOF MEMBRANE UP EXTERIOR WALL MIN. 48"; COVER WITH EXTERIOR WALL FINISH INTERIOR WALL, SEE SCHEDULE FOR TYPE STEEL ROOF STRUCTURE; SEE S-SERIES DRWGS. CONCRETE ON STEEL DECK ON STEEL FLOOR STRUCTURE; SEE S-SERIES DRWGS. TYPE C 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 VERTICAL STRUCTURAL STEEL FOR PARAPET SUPPORT; SEE S-SERIES DRAWINGS 2" RIGID INSULATION; BUILDING WRAP; 1/2" EXTERIOR GYPSUM SHEATHING & 6" STEEL STUDS @ 16" O.C. F2 7' - 0" 11' - 2" 15' - 7" VARIES. SEE. BUILDING ELEVATION SIM. A602 13 A602 14 A602 15 A603 1 A602 11 FIRST FLOOR 817' - 7 5/8" PIT LEVEL 808' - 7 5/8" FIRST BALCONY 835' - 9 5/8" SECOND BALCONY 851' - 4 5/8" Y Y2 7' - 2" 5' - 4" 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. TYPE B 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 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 TYPE A2 WALL BEYOND HOLLOW METAL DOOR, PAINTED; SEE SCHEDULE FOR TYPE PERIMETER FIRE CONTAINMENT SYSTEM PERIMETER FIRE CONTAINMENT SYSTEM CONCRETE ON STEEL DECK ON STEEL FLOOR STRUCTURE; SEE S- SERIES DRWGS. CONCRETE ON STEEL DECK ON STEEL FLOOR STRUCTURE; SEE S- SERIES DRWGS. CONCRETE SLAB ON GRADE WITH VAPOR BARRIER ON COMPACTED GRANULAR BASE 2" RIGID PERIMETER FOUNDATION INSULATION; 24" HORIZ., & VERT. TO TOP OF FOOING CONCRETE WALK, SLOPE AWAY FROM BUILDING; REFER C-SERIES DRWGS. 15' - 1" 6' - 8 11/16" CONCRETE FOUNDATION; REFER TO F-SERIES DRWGS. RETAINING WALL BEYOND; REFER TO C- SERIES DRWGS. DOOR BEYOND. SEE DOOR SCHEDULE. S11B GALV. STEEL ANGLE WITH CONTINUOUS THRU-WALL EPDM FLASHING PREFINISHED ALUMINUM FLASHING; NO EXPOSED FASTENERS A602 13 SIM. SIM. A602 11 A603 2 A603 3 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" 6/12/2008 5:02:02 PM C:\!!!Bryan\Revit\NVCLC-bd.rvt A422 WALL SECTIONS NEW WORSHIP CENTER Checker Author 06-10-2008 535-3581 A422 1/2" = 1'-0" 1 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 2 DESIGN DEVELOPMENT 01.18.08 3 CD 50% 03.14.08 4 PERMIT SET 04.25.08 A422 1/2" = 1'-0" 2 WALL SECTION 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