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MATCH LINE — -- — -- — -- — -- MATCH LINE <br />Ell <br />00 <br />'Nodal <br />W14 <br />I I <br />(D 2 <br />MEZZANINE FRAMING PLAN - SOUTH <br />20 GA VERCO PLB36 COMPOSITE — <br />FLOOR DECK Wl 2" NWT CONCRETE <br />TOPPING (3Y2"TOTAL THICKNESS) <br />-REINFORCE W/ 6 x 6 Wl .4 x W1.4 <br />WWF AT CL TOPPING - SAWCUT <br />JOINTS IN SLAB PER STRUCTURAL <br />NOTE 3,13.4 <br />M" <br />2 <br />NOTE: <br />ALL MEZZANINE FRAMING IS <br />SCHEMATIC FUTURE <br />FRigNING TO BE SUBMITTED <br />3 <br />I <br />18 LH 721 /43 9 AT 6'-9" OC MAX TYP UNO <br />00 <br />TYP BTWN TYP AT <br />JST�'_-1--N, JST//'-3-- <br />32 G 5N 14.8K I I 32 G 5N 14.8K 1 1 32 G 4N 14,8K <br />LO <br />(0 <br />x <br />CO <br />18 LH 721 / 439 AT 6'-9" OC MAX TYP UNO <br />32 G 5N 14.8K 32 G 5N 14.8K 1 1 32 G 4N 14.8K <br />18 LH 721 / 439 AT 6'-9" OC MAX TYP LINO <br />ST <NYPAT <br />TNJ <br />53.01 I J" JST <br />U 3,, 5,. 6ST ' <br />3U-2-1" 30'-2 26'-1 18 <br />16 7777 T-6 L 28'4' <br />115'-8" <br />L A <br />3) 6 5) W7—,01T n4 n4.5 <br />FLOOR FRAMING NOTES: <br />I SEE SHEET S0.01 FOR STRUCTURAL NOTES. SEE SHEET S0.03 FOR TESTING AND <br />INSPECTION NOTES. SEE SHEET S0.05 FOR TYPICAL DETAILS. <br />2. ALL BEAMS SHALL HAVE NO CAMBER UNLESS INDICATED BY C = X" ON PLAN, WHERE X" IS <br />THE REQUIRED CAMBER IN INCHES. <br />3. VERIFY ALL TOP OF BEAM AND TOP OF WALL ELEVATIONS WITH ARCHITECTURAL <br />DRAWINGS. <br />4. VERIFY ALL DOOR AND WINDOW WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. <br />5, VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL <br />AND MECHANICAL DRAWINGS, <br />6. ALL JOIST SPACINGS SHALL BE 8'-0" MAX UNLESS NOTED OTHERWISE. <br />7. ATTACH NON NON -LOAD BEARING WALLS TO CONCRETE TOPPED DECK WITH POWER <br />ACTUATED FASTENERS AT 16" OC AND WALLS BELOW PER DETAIL 7/S0.03 <br />8. STEEL JOISTS MAY HAVE NON-STANDARD BEARING HEIGHTS, STEEL DETAILER TO <br />COORDINATE HEIGHT OF BEARING SEAT WITH STEEL JOIST MANUFACTURER. <br />9. STEEL JOIST SUPPLIER TO PROVIDE BRIDGING FOR JOISTS PER STEEL JOIST INSTITUTE <br />AND MANUFACTURERS RECOMMENDATIONS, <br />10. FOR OPENINGS IN STEEL FLOOR DECK NOT SHOWN SEE DETAIL 00,03 <br />11, STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR <br />LOADS DUE TO SPRINKLER SYSTEM. CONTRACTOR SHALL COORDINATE AND PROVIDE <br />JOIST MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS. <br />12. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY <br />ADDITIONAL SPECIAL LOADS AS INDICATED ON THE STRUCTURAL DRAWINGS. THESE <br />LOADS SHALL INCLUDE SNOW DRIFTING, MECHANICAL EQUIPMENT, AXIAL SEISMIC <br />FORCES, CHORD FORCES, ETC. AXIAL LOADS IN JOIST AND GIRDER TOP CHORDS AS <br />INDICATED, SEE GRIDER/JOIST AXIAL LOAD SCHEDULE S1.31, <br />13. STEEL JOIST MANUFACTURER SHALL LOCATE, SIZE AND PROVIDE ERECTION BOLTS AS <br />REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP <br />PL, EMBEDS, ETC. <br />14, ATTACH FLOOR DECK TO SUPPORTS AS FOLLOWS UNO: AT SUPPORTS PERPENDICULAR <br />TO FLUTES: 1/2" DIA. PUDDLE WELDS AT (4) WELDS PER 36" WIDE SHEET, AT SUPPORTS <br />PARALLEL TO FLUTES: 1/2" DIA. PUDDLE WELDS AT 12" O.C., SIDE SEAM ATTACHMENT: <br />BUTTON PUNCH AT 18" O.C. <br />15. JOIST MANUFACTURER SHALL CAMBER ALL LONG SPAN FLOOR JOISTS (SPANS GREATER <br />THAN 20'-0") FOR 0.75 TIMES THE DEAD LOAD DEFLECTION UNLESS NOTED OTHERWISE, <br />16, ASTERISK (") INDICATES BEAMS WHICH ARE LOCATED WITH TOP OF STEEL ELEVATIONS 5" <br />BELOW FLOOR DECK TO SUPPORT TYPICAL FLOOR JOISTS, <br />G 4N 14,8K <br />'j- <br />co <br />M <br />_41 <br />00 <br />G 4N 14,8K <br />ig <br />F.F ELEV <br />EXT FACE <br />OF PANEL <br />O <br />D <br />0, <br />0 <br />'N U(D <br />-1- <br />9 X z <br />L<L LU <br />0 <br />zLU <br />0- <br />LU C) F <br />rn <br />rn Ln <br />'0 <br />Ln <br />kn <br />fu <br />> <br />m <br />E <br />U) <br />0 <br />> <br />co <br />co <br />< <br />co <br />X <br />0 <br />MO <br />0 <br />0 <br />U <br />t2 s: <br />61, <br />IA <br />8, <br />M <br />CD <br />Egan <br />�cywoz <br />M6 <br />>1 <br />U <br />as <br />ry <br />.0� <br />M U_ <br />0 <br />—1 <br />CD <br />rq <br />Ln <br />Ln <br />C) <br />U <br />D <br />U_ <br />0 <br />V) <br />0 <br />< <br />N <br />N <br />CL <br />Uj <br />< <br />F_ <br />U-) <br />.2 <br />.Ln <br />> <br />WgPR <br />_3 <br />V) <br />M, <br />law <br />Ed <br />0 <br />6 <br />TACOMA SEATTLE SPOKANE TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, 'PIA98403 <br />in <br />253.383,2422TEL 253,383,2572F", wi.ahbl.cornWEB <br />