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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 />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />42" H. SLOPED <br />LOW WALL <br />;J SEE SHEET ST <br />"Fi <br />� FOR STAIR DETAILS <br />ll <br />- - - - - - - - - - - - - - <br />LOFT <br />SEE NOTES SHEET A4 FOR <br />WOOD STAIR CONNECTION <br />AT LANDING <br />ENGINEER <br />TRUSSES <br />NOSING 10" 1/2" DRYWALL <br />UNDER STAIRS <br />w <br />PWDR <br />BATH <br />co <br />FOYER _ <br />co <br />m <br />LANDING 1Y /�(3) PT 2X12 STRINGERS <br /><x <br />\\\ \\ \\ <br />STAIR SECTION <br />1 /2„ = 1'-0„ <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 10" <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 10 <br />rn <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />\\ \\\ \/x//\ <br />�x/ <br />VN � jj`� <br />STRUCTURAL <br />SHEATHING ATTACHED <br />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 />0 <br />Z <br />w <br />w <br />0) <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 />(D <br />w <br />= W <br />w <br />u- <br />w <br />❑ z <br />w ¢ <br />U) <br />o <br />_wa¢ <br />> <br />zo- <br />v <br />N <br />wow <br />w000 <br />Qua <br />�. <br />u' <br />WZLL- J <br />W <br />04Lo <br />o <br />4- Q <br />tZ <br />*k <br />O�Z04 <br />LLJ <br />HDO W3 .tiz <br />Z of <br />LL D❑ _ <br />V <br />W <br />C <br />G <br />N W W <br />LL O S <br />VJ� <br />',� <br />= <br />0 <br />w0 <br />Uz�U <br />o <br />-i <br />mZ=Z <br />J <br />(n <br />Lu <br />❑�m <br />HF- <br />E <br />F, <br />> <br />W .O U <br />0 (y) N <br />0 �_ co d M <br />0 2 S <br />0 11 O <br />U d � <br />�N u uu Q!;i H <br />L 0O EC <br />m <br />'7W <br />V i� N <br />W <br />(LL� <br />❑w wg¢o <br />Wes¢ W2i irQYzr af <br />zWW �O2J<OUo0o�wLL w <br />=J <br />U <br />Q <br />J <br />¢ X� <br />oL <br />oz o <br />QC <br />ooz <br />Ci O O <br />a�ZYoZW°teZLL0 <br />U <br />a <br />O z <br />�¢ow¢�5 <br />5'!!-.Y,2¢ <br />WZaQow <br />ow ❑ Z) <br />LL¢ O <br />❑Z§Q <br />H¢LL <br />O <br />O <br />N <br />Z <br />O� <br />�U)ao <br />M O <br />Q M <br />LL d' <br />z <br />QWQ�? <br />M <br />o <br />< U Q <br />Z !- <br />W <br />w <br />J0 <br />O <br />J <br />O <br />N <br />6 <br />N <br />4 <br />0 <br />c <br />o <br />0 <br />> <br />O <br />z z <br />_ z 0 <br />C� <br />LLI <br />W W <br />U > <br />F~-- - <br />_Uo�o <br />~OfW� <br />> <br />_ <br />c <br />IW-� <br />zwFQ <br />W ~ <br />F' < <br />��/ <br />O z <br />G( <br />�zo <br />-i <br />V <br />W <br />} W 2 <br />zo~ <br />^ <br />Z Z LL <br />W W <br />O <br />J� z <br />O <br />Q M <br />U�ZZ <br />z N <br />z <br />F-U <br />U <br />_O <br />0o <br />A3 <br />z <br />z <br />w <br />J <br />/ <br />_'t <br />O <br />(Y) <br />LAST PLOT DATE <br />May. 24, 17 <br />0 <br />DETAILS <br />