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r <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />LANDING <br />42" H. SLOPED <br />LOW WALL ' <br />i <br />-------- <br />SEE SHEET ST <br />FOR STAIR DETAILS / <br />- --------- <br />lit <br />NOSING 10" <br />(o <br />j / T <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 />I <br />a <br />STAIR SECTION <br />1 /211 = 1'-0„ <br />(3) PT 2X12 STRINGERS <br />HEADROOM IN STAIRWAY SEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS <br />W/ FBCR R311.7.2 <br />1" NOSING7i. 10" 1= <br />RISERS CUT FROM <br />1 x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />STAIR DETAIL <br />1 /4" = 1'-011 <br />i0 <br />rn <br />(3) 2x12 STRINGER <br />- _ . <br />4 . <br />,�� <br />v /A <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE ----- <br />2X8 #2 SYP P.T. BASE <br />PLATE W/ 1/2" EPDXY <br />ANCHOR OR 1/2" J BOLT <br />W/ MIN. 7" EMBEDMENT <br />AT 32" O.C. AND 6" <br />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 AT 12" O.C. W/ <br />2) USP MSTAM36 STRAP EACH <br />TUD ((1) STRAP EACH SIDE) <br />CENTERED W/ (13) 10d NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />w <br />O <br />z <br />w <br />w <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 />� J <br />Q <br />= � <br />W <br />� <br />w <br />0 Z w <br />W D (n <br />> <br />2K' <br />Zwo <br />� U m <br />v <br />w z L. <br />= m <br />_Oo <br />4Y <br />F- Z <br />��qj <br />ua tS <br />S <br />� <br />= <br />�,,0 <br />Z) <br />Yw <br />L . <br />Of LL.. = <br />d` e <br />CD <br />..... :9 <br />O <br />U � <br />Q <br />L pry <br />�H�'w <br />wr to <br />Q <br />i W <br />W <br />Q <br />wz� <br />of ,C7 <br />Z <br />o <br />f^ 0 <br />VJ <br />w <br />LL LL <br />>LO I_ <br />b <br />W so `? U <br />to V O_ ^ v m <br />L 2 O <br />_O O <br />rnrn Ell- QQ <br />•N U Lu 0- <br />W L 0 E.") <br />7 n <br />r- I- a a <br />wWHQ <br />C7 L <br />dui uj WO~ <br />��J w Zw Z <br />Y <br />UOLLJO3w. <br />UQ <br />Q ¢~ <br />~w <br />� <br />ODOOLoLf --OZ2 <br />WFoWawmZ <br />Q Q <br />U) Z <br />jwz=O <br />QpQ�ww <br />0��Q-za <br />LL <br />Ow I- 2YD2Q <br />OQ a �QQ� <br />Q <br />�- LL <br />O <br />N <br />Z <br />O H <br />>�aa <br />O F - (D O <br />Q w (M p- <br />LL 'IT <br />< W Q L�q <br />co <br />00 <br />ZV1F— <br />W <br />W <br />J� <br />J <br />Q0 <br />� <br />C� <br />N <br />N 0 <br />N <br />4 <br />C) <br />o <br />L <br />N <br />� <br />N O <br />> <br />LO <br />0 <br />d" -0 <br />z z <br />-z0 <br />N <br />W0�> <br />owin <br />Um <br />0 <br />CN <br />a) <br />z <br />F- <br />U a <br />'> <br />1") <br />Zw~¢ <br />0 <br />Q <br />F-M0Z <br />W <br />�UtzJ <br />Ce <br />z <br />Z � <br />0_zzL- <br />oQ2z <br />rw <br />O <br />a w <br />z ,_.., <br />�ZZ <br />=Qo <br />~ U <br />Z <br />- <br />Ua <br />oo <br />Z <br />Q <br />z <br />z <br />w <br />J <br />0 <br />W(o <br />O <br />(V <br />LAST PLOT DATE <br />Dec. 21, 16 <br />Z.0 <br />0 <br />DETAILS <br />