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Home My WebLink AboutA421PIT LEVEL 808' - 7 5/8" PIT ROOF 824' - 7 5/8" PRECAST CONCRETE LINTEL TYPE -D TYPE - A2 PRECAST CONCRETE BAND TYPE - A2 SUSPENDED ACOUSTIC CEILING; REFER TO SCHEDULE FOR TYPE 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 CONCRETE FOUNDATION; SEE F-SERIES DRWGS. CONCRETE SLAB ON GRADE WITH VAPOR BARRIER ON COMPACTED GRANULAR BASE X 9' - 0 3/8" A602 4 A602 2 3' - 0" A602 3 1' - 8 3/8" 16' - 0" 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 3 5/8" 5' - 4 3/8" 3 5/8" 5' - 4 3/8" 3 5/8" 10 7/16" TOP OF PARAPET SLOPES; REFER TO A3 SERIES DRWGS. PRECAST CONCRETE BAND 2 1/2" STEEL STUDS @ 16" O.C. ANCHORED TO CONCRETE FOUNDATION WALL; VAPOR BARRIER & 5/8" TYPE 'X' GYPSUM SHEATHING 4 1/2" GRANULAR FILL TO ALLOW FOR DRAINAGE TO DRAIN TILE FINISHED GRADE; REFER TO C-SERIES DRWGS. 1' - 0" VARIES CONTINUOUS THRU-WALL EPDM FLASHING MASONRY WALL AT JAMB BEYOND BUILDING COLUMN BEYOND 3 5/8" A602 1 NOTE: WHERE PRECAST BAND INTERSECTS WITH COPING , PRECAST TO BE NOTCHED AS REQUIRED SO COPING REMAIN TIGHT AND SMOOTH WITHOUT DEFORMATION AT THIS INTERSECTION. FIRST 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" L TYPE - A2 CONCRETE SLAB ON GRADE WITH VAPOR BARRIER ON COMPACTED GRANULAR BASE PERIMETER FOUNDATION WATERPROOF MEMBRANE 2" RIGID PERIMETER FOUNDATION INSULATION; 24" HORIZ., & VERT. TO TOP OF FOOTING A602 5 A602 6 A602 7 18' - 2" 15' - 7" 21' - 9" 5' - 2" PREFINISHED ALUMINUM COPING; NO EXPOSED FASTENERS TYPE - A1 2" RIGID INSULATION; BUILDING WRAP; 1/2" EXTERIOR GYPSUM SHEATHING & 6" STEEL STUDS @ 16" O.C.; 1/2" DENSDECK EXTERIOR SHEATHING & ROOF MEMBRANE PRECAST CONCRETE BAND TYPE - A1 2" RIGID INSULATION; BUILDING WRAP; 1/2" EXTERIOR GYPSUM SHEATHING & 6" STEEL STUDS @ 16" O.C.; 6" BATT INSULATION 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 PRECAST CONCRETE BAND STEEL ROOF STRUCTURE; SEE S-SERIES DRWGS. 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 3 5/8" 7' - 4 3/8" 7' - 4 3/8" 3 5/8" 3 5/8" 7' - 4 3/8" 3 5/8" 4' - 0" 2" RIGID INSULATION; BUILDING WRAP; 1/2" EXTERIOR GYPSUM SHEATHING & 6" STEEL STUDS @ 16" O.C.; 6" BATT INSULATION TYPE - A1 INTERIOR WALL WITH VAPOR BARRIER AND 5/8" TYPE 'X' GYPSUM SHEATHING PRECAST CONCRETE BAND PRECAST CONCRETE BAND NOTE: BREAK-LINE; REFER TO EXTERIOR BUILDING ELEVATIONS FOR LOCATIONS OF ALL PRECAST CONCRETE BANDS NOTE: BREAK-LINE; REFER TO EXTERIOR BUILDING ELEVATIONS FOR LOCATIONS OF ALL PRECAST CONCRETE BANDS INTERIOR WALL WITH VAPOR BARRIER AND 5/8" TYPE 'X' GYPSUM SHEATHING FINISHED GRADE; REFER TO C-SERIES DRWGS. SHELF ANGLE WITH CONTINUOUS THRU-WALL EPDM FLASHING PRECAST CONCRETE BAND TYPE - A1 PRECAST CONCRETE BAND 4' - 8" 3' - 0" 7' - 4 3/8" 3 5/8" 3 5/8" 7' - 4 3/8" PERIMETER DRAIN TILE; SEE P-SERIES DRWGS. FOR INVERTS GRANULAR FILL TO ALLOW FOR DRAINAGE TO DRAIN TILE CONCRETE FOUNDATION; REFER TO F-SERIES DRWGS. SHELF ANGLE WITH CONTINUOUS THRU-WALL EPDM FLASHING F4 FIRST FLOOR 817' - 7 5/8" LEVEL-2 UPPER LEVEL 830' - 7 5/8" FIRST BALCONY 835' - 9 5/8" PIT ROOF 824' - 7 5/8" TYPE - B TYPE - A-2 Z A602 9 A602 10 A602 16 PREFINISHED ALUMINUM COPING; NO EXPOSED FASTENERS CONCRETE SLAB ON GRADE WITH VAPOR BARRIER ON COMPACTED GRANULAR BASE 2" RIGID PERIMETER FOUNDATION INSULATION; 24" HORIZ., & VERT. TO TOP OF FOOTING 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 7' - 0" 6' - 0" 5' - 2" 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 MIN. 48"; OVERLAP WITH BUILDING WRAP 6" STEEL STUDS @ 16" O.C. CLIPPED TO VERTICAL STRUCTURAL STEEL WITH 1/2" EXTERIOR GYPSUM SHEATHING, BUILDING WRAP 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. 4' - 8" BUILDING COLUMN BEYOND FINISHED GRADE; REFER TO C-SERIES DRWGS. VARIES. 13' - 10 1/SEE. 4" BUILDING ELEVATION CONCRETE FOUNDATION; REFER TO F-SERIES DRWGS. TYPE - B TYPE - B PREFINISHED ALUMINUM FLASHING; NO EXPOSED FASTENERS 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 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 4:55:58 PM C:\!!!Bryan\Revit\NVCLC-bd.rvt A421 WALL SECTIONS NEW WORSHIP CENTER BR KJ 06-10-2008 535-3581 A421 1/2" = 1'-0" 1 WALL SECTION A421 1/2" = 1'-0" 2 WALL SECTION A421 1/2" = 1'-0" 3 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 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. 5 ADDENDUM # 2 05.16.08 7 ADDENDUM # 4 05.29.08 9 ADDENDUM # 6 06.10.08 10 PERMIT SET 06.10.08