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LOW WALL SEE SHEET ST <br />FOR STAIR DETAILS <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />SEE FRAMING PLANS <br />SHEET FOR WOOD STAIR <br />CONNECTION AT LANDING <br />- - - - - - - - - - - - - - - - - - - - - - - - ­T_ <br />ENGINEER <br />TRUSSES <br />-- - - - - - - - - - - - - - - - - - - - <br />4 <br />1/2" DRYWALL <br />r2 UNDER STAIRS <br />\,, �3 <br />PWDR <br />BATH <br />FOYER bo <br />00 <br />c? <br />ZD <br />(3) 2X12 STRINGERS <br />LANDING <br />4 <br />X\, <br />'xx" <br />/\X <br />�/Xx/ <br />< <br />\\//,XXX//' X, <br />N <br />X \/x <br />STAIR SECTION <br />1/211 = 1 1-011 <br />SEE SHEET ST 1" NOSING 101, <br />FOR STAIR DETAILS1 <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />0) <br />RISERS CUT FROM <br />1 x MATERIAL------. <br />TREADS CUT FROM <br />2x MATERIAL <br />\---(3) 2x12 STRINGER <br />STAIR DETAIL <br />1/411 = 1 1-011 <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. T' <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />(S) MSTAM36 STRAP EACH <br />STUD ((1) STRAP EACH SIDE) <br />CENTERED W/ (13) 1 Od NAILS <br />X 2-1/4" TITENS <br />AND (8) 1/4' <br />INTO GROUT FILLED CMU <br />STRAPS TO BE ATTACHED <br />J DIRECTLY TO CMU <br />CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />L <br />T <br />Uj <br />0 <br />LU <br />Uj <br />7 U) <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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