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3 <br />A3 <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 />/ <br />42" H. SLOPED <br />LOW WALL <br />/ <br />I- - - - - - - - z ------ <br />SEE SHEET ST <br />FOR STAIR DETAILS / <br />I- - - - - - --- - - - - - - - <br />I / <br />I / <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <br />/ <br />/ <br />ENCLOSED ACCESSIBLE <br />2 <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />\ <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />k <br />LANDING <br />a <br />STAIR SECTION <br />1 /2" = 1'-0„ <br />HEADROOM IN STAIRWAY <br />TO BE 6'48" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />1" NOS <br />RISERS CUT FROM <br />1 x MATERIAL <br />Zo <br />TREADS CUT FROM <br />2x MATERIAL ti <br />STAIR DETAIL <br />1 /4„ = 1 1 <br />-011 <br />(3) 2X12 STRINGERS <br />SEE SHEET ST <br />�—(3) 2x12 STRINGER <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 />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) CENT RED W/ (13) 10d <br />NAILS AND (8) 114" X 2-1/4" <br />TITENS INTO 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 />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 />a, , <br />iO4 <br />N <br />O <br />: <br />_ w z <br />N <br />Ilk, <br />F `n5p <br />V_^qp ri <br />'�pp <br />yy <br />t"iu. eat f b b�. \tq <br />f =,, <br />LI- <br />¢ <br />�'1 �Fsti i <br />s�,� �.f � <br />�,a8• <br />f <br />cw <br />A <br />o <br />1..1- <br />❑ <br />z <br />LO E <br />o <br />W L .Op r^i <br />❑ M N d <br />t ' N � <br />V) V -0 c' <br />L L (h <br />� O i O <br />O <br />�•� Oro � Q <br />•N w p� 5 <br />QN <br />T� o �c <br />v v �o <br />W <br />�uf vi wOF- <br />Lu <br />U� O�OOO <br />LL~ U <br />axJw o�zmoo�J_ <br />m,�Z <br />�����awa� <br />Q�z <br />O <br />Ww <br />_JQRwow�z0LCL <br />LL <br />O¢ <br />s 0 oQZq¢ <br />oQ <br />H <br />O <br />O <br />N <br />O W <br />� O <br />`M O <br />Q Lf) M Ln <br />� � LL <br />N <br />W Ln <br />tY a <br />Q V Q 00 <br />Z F__m <br />w � <br />Lu <br />J <br />� <br />J <br />0 <br />r <br />M <br />r' <br />M <br />r <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />r <br />N <br />O <br />N <br />CD <br />N <br />CD <br />N <br />CD <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />Lo <br />0 <br />N <br />N <br />0 <br />O <br />6 <br />r <br />6 <br />r <br />00 <br />o <br />N <br />.� <br />A <br />O <br />N <br />0 <br />r <br />0 <br />O <br />0 <br />O <br />o <br />O <br />r <br />O <br />r <br />N <br />0 <br />O <br />' <br />2 <br />L- <br />> <br />r <br />O <br />N <br />O <br />M <br />O <br />d <br />O <br />61 <br />O <br />6 <br />O <br />I` <br />�.L. <br />1..� <br />z z <br />—zU) <br />Cy)V! <br />wU <br />owv� <br />> <br />V�p�0 <br />¢ <br />�_ <br />O0-=Q <br />z <br />z <br />Lu <br />_ <br />q <br />�moz <br />Lu <br />J <br />2�=z <br />v <br />Z 3: <br />Q <br />� Z w <br />a. <br />z ZLL <br />w <br />0 <br />z <br />Q <br />U52zz <br />z r-I <br />m ¢ O <br />■ <br />Z <br />U <br />U <br />� <br />O <br />0 <br />M�M <br />W <br />� <br />Z <br />z <br />w <br />w <br />� <br />Lu <br />N <br />O <br />N <br />LAST PLOT DATE <br />Feb. 9, 21 <br />Z <br />0 <br />DETAILS <br />J <br />