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cl <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 />/ <br />/ <br />— - - - - - - - / ------ <br />SEE SHEET ST <br />FOR STAIR DETAILS / <br />— I- - - - - - ��� - - - - - <br />- - <br />/ <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />2 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 />LANDING <br />STAIR SECTION <br />1 /211 = 1'-0" <br />(3) 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" NOSING 10" <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />STAIR DETAIL <br />1 /4„ = 1 1-0" <br />—(3) 2X12 51 KINULK <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <br />PWDR <br />BATH <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�(1STRAP EACH <br />SIDE CENT �R D W/ (13) 10d <br />NAILS AND (8) 1/4" 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 />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 />WALL SPLICE DETAIL <br />N.T.S. <br />N <br />N <br />O <br />N <br />O <br />M <br />xq <br />LO <br />00 <br />LO <br />4 z <br />�, <br />3 <br />v: <br />? <br />Z <br />CwC <br />Q <br />/cn <br />N LO <br />� O <br />W <br />L '= <br />Q M N v <br />Vi <br />Nam. <br />V m u a <br />M <br />�N O` O <br />0 O o Q <br />s u�c Q)Q <br />.N <br />}# <br />V w Q'IT c <br />70 <br />0 0 a <br />i <br />W <br />LJJ <br />0L v6 W0H <br />w♦-Q w J wgyZ� Z <br />¢ O- d� W'n� V 0 O_ d <br />Q Q U <br />�dXO ZLLL0-Z20 <br />dunaf�oZowoomZZ <br />-¢Q <br />d <br />0 0 <br />c/ 0 z <br />CALL <br />N�a jinww�inLL�¢0 <br />�¢<OwQmzWz�wUoa <br />� <br />¢oW 9FP 9WZ2U <br />oQ o 0 o Q9 <br />Q <br />f <br />w <br />O <br />O <br />fV <br />O w <br />V) � N <br />"o 0 <br />`Mry) C) <br />z <br />a J <br />u) <br />LL <br />zLu <br />d re) <br />< <br />z � I <br />- <br />z� <br />Lu <br />J� <br />J <br />N <br />N <br />O <br />(N <br />O <br />i <br />fV <br />O <br />O <br />00 <br />M <br />cooaoOOO <br />e- <br />-r- <br />T.-N <br />NO <br />O <br />N <br />O <br />N <br />CD <br />N <br />O <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />C6 <br />N <br />O <br />CDO <br />O <br />O <br />OO <br />N <br />A <br />O <br />0 <br />r- <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />0 <br />O <br />0 <br />O <br />1 <br />L <br />Q; <br />0 <br />N <br />0 <br />I M <br />0 <br />IdI <br />0 <br />U') <br />0 <br />LO <br />0 <br />I.- <br />LO <br />1 cr <br />CO(� <br />Z Z <br />z O <br />owv) <br />4_0 <br />w <br />W r: 5; <br />Q O <br />Q <br />L <br />Q <br />oCL <br />a =W <br />LO <br />Z <br />z <br />w <br />~MOZ <br />Dz <br />W <br />Q. <br />z w <br />Z Z <br />0-) <br />W �. <br />O�2z <br />O <br />a �,: <br />UU)zz <br />a w <br />z ,--� . <br />Q 0 <br />• <br />� <br />z <br />g <br />U <br />a <br />OU <br />0 <br />m <br />z <br />A3J <br />a <br />Z <br />Z <br />w <br />w(y) <br />UO <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />Z 0 <br />J <br />DETAILS <br />