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A502
DN F UP DN UP F DN UP 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" SECOND BALCONY 851' - 4 5/8" PIT ROOF 824' - 7 5/8" H2 H1.5 W PIT LEVEL LEVEL 1 FIRST BALCONY LEVEL SECOND BALCONY CONCRETE SLAB ON GRADE; VAPOR BARRIER; 6" GRANULAR BASE SEE S-SERIES DWGS. CONCRETE FILLED STEEL PAN TREADS STAIR LANDING AND SUPPORT BY STAIR MANUFACTURER STEEL BOX STRINGER CONC. STRUCTURE. SEE S- SERIOES DWGS. CONCRETE FILLED STEEL PAN TREADS STAIR LANDING AND SUPPORT BY STAIR MANUFACTURER STEEL BOX STRINGER CONCRETE FILLED STEEL PAN TREADS STEEL BOX STRINGER CONC. STRUCTURE. SEE S- SERIOES DWGS. 60 MIN F.R. DOOR BEYOND FULLY ADHERED EPDM ROOF W/ 2 LAYERS OF 1- 1/2" UNREINFORCED INSULATION ON CORRUGATED METAL DECK INTERMEDIATE LANDING ONE INTERMEDIATE LANDING TWO PAINT ALL EXPOSED STRUCTURAL STEEL AND DECKING NOTE: PAINT ALL EXPOSED INTERIOR METAL THAT IS PART OF STAIR FABRICATION PROVIDE STEEL ANGLE WELDED TO STRINGER- BOLT TO CONCRETE SLAB 19' - 0" 5 A502 10' - 11 1/4" 16 RISERS @ 6 3/4" = 9' - 0" 14 RISERS@ 6.85" = 8' - 0" 14 RISERS @ 6.91" = 8' - 0 3/4" 19 RISERS @ 6.90" = 10' - 11 1/4" 1 1/2" O.D. METAL PIPE WALL MOUNTED HANDRAIL BEYOND 1 1/2 " O.D. CONTINUOUS METAL PIPE HAND/GUARDRAIL W/ 3/4" METAL PIPE BALLUSTER INFIL-PRIMED & PAINTED (TYPICAL) 3/4" RECTANGULAR BALLUSTERS @ 4" O.C. 1 1/2" O.D. METAL PIPE WALL MOUNTED HANDRAIL BEYOND 1 1/2 " O.D. CONTINUOUS METAL PIPE HAND/GUARDRAIL W/ 3/4" METAL PIPE BALLUSTER INFIL-PRIMED & PAINTED (TYPICAL) 3/4" RECTANGULAR BALLUSTERS @ 4" O.C. 1 1/2 " O.D. CONTINUOUS METAL PIPE HAND/GUARDRAIL W/ 3/4" METAL PIPE BALLUSTER INFIL-PRIMED & PAINTED (TYPICAL) 3/4" RECTANGULAR BALLUSTERS @ 4" O.C. 3' - 0" 6" 3' - 0" 3' - 0" 3' - 0" 6" 3' - 0" 3' - 6" 3' - 6" 3' - 0" 3' - 0" 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 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 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 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 TYPE "C" STEEL ROOF STRUCTURE; SEE S- SERIES DRWGS. CONCRETE ON STEEL DECK ON STEEL FLOOR STRUCTURE; SEE S- SERIES DRWGS. 014 S12B 5 H2 4.6 H1.5 Y 6 A502 S12A STAIR-2 S-12 8 1/4" 3' - 2" 4' - 11 3/4" TYP. F1 F1 F1 S12C 5 A502 S12B 4' - 2" 1' - 11" 1' - 0" 3"3' - 8 1/4" 3' - 8 1/4" 3" 4' - 2" 4' - 4" 3' - 6 1/2" 1' - 11" 8' - 10" 5 1/4" 2' - 0" 4" 11' - 11" 7' - 4" 5 H2 4.6 H1.5 6 A502 S02A S02B STAIR-2 S-02 TYP. 3' - 4" 8' - 2 1/4" 8 1/2" 3' - 2" 4' - 11 1/2" F1 F1 F1 F1 1' - 11" 3" 11" 11 1/2" 11" 4' - 7 1/2" 8' - 10" 4' - 2" 13' - 9" 3' - 8 1/4" 4' - 4" 021 5 H2 4.6 H1.5 Y 6 A502 STAIR-2 S-22 F1 F1 F1 TYP. 3" 3' - 8 1/4" 3' - 8 1/4" 3" 4' - 2" 8' - 10" 10 13/16" 1' - 11" 1' - 11" 1' - 0" 11' - 11" A533 8 LEVEL-2 UPPER LEVEL 830' - 7 5/8" A9 A11 A10 T O MASONRY 841' - 9 5/8" FIRST BALCONY 835' - 9 5/8" SECOND BALCONY 851' - 4 5/8" PIT ROOF 824' - 7 5/8" 5 4.6 4.3 4.8 6 A502 4.2 CONCRETE FILLED STEEL PAN TREADS STEEL BOX STRINGER 1 1/2 " O.D. CONTINUOUS METAL PIPE HAND/GUARDRAIL W/ 3/4" METAL PIPE BALLUSTER INFIL-PRIMED & PAINTED (TYPICAL) 3/4" RECTANGULAR BALLUSTERS @ 4" O.C. 9 RISERS@6.0"= 4' - 6" 3' - 0" 6" 5 H3 H2 4.6 H1.5 Y 6 A502 F1 F1 F1 TYP. 8' - 10" 4' - 4" 4' - 2" 1' - 0" 3" 3' - 8 1/4" 8' - 2" 8' - 10" 4' - 0" 3.1 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 As indicated 6/13/2008 10:55:41 AM C:\!!!Bryan\Revit\NVCLC-bd.rvt A502 STAIR PLANS AND SECTIONS-STAIR 2 NEW WORSHIP CENTER Checker Author 06-10-2008 535-3581 A502 1/2" = 1'-0" 6 STAIR 2 SECTION 1 A502 1/4" = 1'-0" 2 STAIR-2 LEVEL 1 A502 1/4" = 1'-0" 1 STAIR-2 PIT LEVEL A502 1/4" = 1'-0" 3 STAIR-2 FIRST BALCONY A502 1/4" = 1'-0" 5 STAIR 2 SECTION-3 A502 1/4" = 1'-0" 4 STAIR-2 FIRST BALCONY UPPER LEVEL 4 PERMIT SET 04.25.08 6 ADDENDUM #3 05.23.08 9 ADDENDUM # 6 06.10.08 10 PERMIT SET 06.10.08