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HomeMy WebLinkAboutS2.03 SCREENWALL FRAMINGxE xF x9 x4 x3 A 1 2 3 4 5 6 7 8 B C D C8x11.5 HORIZ. & C6x8.2 VERT. EL. 136'-0" & 129'-0" TYP @ PERIMETER RTU 8,200 LBS. 10' - 10"13' - 3"6' - 2"30' - 8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 8"13' - 8 5/16"13' - 7 5/16"1' - 8 1/8"4' - 7 1/2"17' - 3 1/2" 6' - 0" 17' - 3 1/2" 1 S2.03 INDICATES SERVICE CLEARANCE. COORD. w/ MECH. 0" 0 " 0" 15' - 2 1/2" 10' - 2" 15' - 2 1/2" 5' - 0" 5' - 0"5' - 0" 8' - 7 3/4" 8' - 7 3/4"8' - 7 3/4" 8' - 7 3/4" 1 S2.03 EL. SEE PLAN CAP PL ON POST C8x11.5 HORZ & C6x8.2 VERT. TOP AND BOTTOM HSS5x3x1/4 BENT FRAMES BASE PL 1/2x6x8 HSS4x4x1/4 POST 250S162-68 UNPUNCHED @ 48" O.C. MTL. SCREEN WALL PANEL L2x2x14 GA. CLIP w/ (4) #10 TEK SCREWS EACH LEG 5' - 0" ALL EXPOSED STEEL SHALL BE GALVANIZED W.P. W.P. 1/4 T.O. SCREEN EL. 136'-0" B.O. SCREEN EL. 127'-7" T.O.STL. EL. 129'-0" W.P. EL. 129'-0" 5" 3" 2' - 0"5"SCREEN WALL FRAMING NOTES (STEEL) 1. DESIGN ROOF SNOW LOADS = 20 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER OBC. 8 PSF NET WIND UPLIFT. 2. ROOF CONSTRUCTION: 3" x 20 GA. GALVANIZED WIDE RIB METAL ROOF DECK, U.N.O. 3. ALL EXTERNAL EXPOSED STEEL IS TO BE GALVANZIED 4. ELEVATIONS SHOWN INDICATE THE FOLLOWING: AT BEAMS: TOP OF BEAM EL. (U.N.O.) WORKPOINTS OF SLOPING MEMBERS ARE LOCATED AT CENTERLINES OF COLUMNS & SUPPORTING BEAMS AND AT THE OUTSIDE FACE OF WALLS, U.N.O. 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE DETAIL FOR TYPICAL DECK FASTENING PATTERN. 7. INDICATES ROOF OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME PER SECTION AT ALL OPENINGS LARGER THAN 9". 8. INDICATES MECHANICAL LOADS SUPPORTED ON THE ROOF. COORDINATE THE SIZE, LOCATION AND WEIGHTS OF ALL UNITS WITH THE MECHANICAL CONTRACTOR. PROVIDE A STEEL FRAME BENEATH ALL UNIT CURBS SIMILAR TO SECTION . 9. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 10. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING /10 S5.01 /9 S5.01 /9 S5.01 S0.00 /8 S4.01 /10 S4.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 SCREENWALL FRAMING PLAN 04 MARCH 2022 S2.03Checker Designer Author MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'4' 8'2' 1' SCALE: 1/8" = 1'-0"A SCREEN WALL -HIGH N0' 6" 1' 2'3" SCALE: 3/8" = 1'-0"1 SECTION 07/13/22