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NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. / <br />/ <br />HEADROOM AT STAIRS TO BE 6-8" MIN. 42" H. SLOPED <br />LOW WALL / <br />STRUCTURAL LIVE LOAD @STAIRS / <br />=40PSF. / <br />-- — — — — — — — / — — — — — <br />SEE SHEET ST / <br />FOR STAIR DETAILS / <br />/ NOSING 0. 10" <br />LANDING <br />/ <br />/ <br />A3 --- <br />� I <br />I I � <br />Iz -- (3) 2X12 STRINGERS <br />_ . <br />STAIR SECTION <br />1 /2" = 1'-011 <br />HEADROOM IN STAIRWAY <br />TO BE 6-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />1" NOS <br />RISERS CUT FROM <br />1x MATERIAL <br />co <br />TREADS CUT FROM <br />2x MATERIAL rr-, <br />STAIR DETAIL <br />1 /411 = 1'-011 <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />Z1_ 10" 1_ [_ <br />(3) 2x12 STRINGER <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <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. 7" <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 />d <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD (1) STRAP EACH <br />SIDE) CENTERED W/ (13 10d <br />NAILS AND 8) 1/4" X 2-1 4" <br />TITENS INT GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />w <br />F- <br />0 <br />z <br />w <br />w <br />U) <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />3 WALL SPLICE DETAIL_ <br />N.T.S. <br />i <br />O <br />N <br />r•' <br />N <br />M <br />LO <br />fi ...$E EYD•...� <br />p .i <br />00 <br />Ln <br />! = <br />F i <br />�tr { <br />w <br />x�eFe y <br />❑ <br />wN <br />LL <br />z <br />^` E <br />> d m 0 <br />W <br />V�! �Q M 7 <br />M <br />N U <br />n' C co <br />(� W �- L 0 <br />0 O <br />y ♦� <br />O"-O N Q <br />ud� <br />—t <br />.N w Q;� N <br />} <br />N C <br />�1 <br />W ��! O M <br />W Ww <br />0 LLj uj gw O I- <br />ZwZ <br />Mz)coY <br />U <br />Q-02YMu-00u <br />o_j20�¢Do Z-U—QQov)xgoU0200mozQ <br />000 <br />CnLL zO <br />-z <br />ZpocOzU- <br />LLI <br />_w¢5U <br />W� ii <br />CL <br />62u oX o � <br />oQZ9¢ <br />u.¢ O tau. <br />0 <br />0 <br />N <br />z W <br />r� <br />> (/) c:) O <br />\m O <br />Q J Ln <br />� Lr) <br />z <br />F__m <br />W <br />Lu <br />Jo <br />J <br />co <br />T <br />Oo <br />T <br />Oo <br />r- <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />Cif <br />N <br />& <br />O <br />O <br />r <br />O <br />T- <br />06 <br />O <br />N <br />r <br />4 <br />C <br />r <br />0 <br />0 <br />0 <br />06 <br />0 <br />T <br />6 <br />O <br />O <br />1 <br />;n <br />O <br />N <br />O <br />M <br />o <br />d' <br />0 <br />u7 <br />0 <br />O <br />Z z <br />ZO <br />owu� <br />W <br />UI~-5; <br />r� <br />Oa=Q <br />Lo <br />z <br />zWF- <br />� <br />_ <br />~ <br />m O Z <br />�_ = Z <br />rn <br />vZ�J <br />Q< <br />0 <br />w <br />2Z= <br />,--I <br />_ <br />Z Z <br />i— <br />�ZZ <br />a <br />z ,-_I <br />m Q O <br />■ <br />� <br />Z <br />g <br />U <br />U <br />� <br />Oo <br />W <br />� <br />z <br />Z <br />z <br />w <br />J <br />LIJ� <br />N <br />LAST PLOT DATE <br />Nov. 3, 20 <br />z O <br />DETAILS <br />J <br />