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STAIR SECTION <br />1 /211 = 1 1 <br />-0" <br />HEADROOM IN STAIRWAY ISEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS <br />W/ FBCR R311.7.2 <br />1" NOSINGZ,. 10" <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 />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) 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 />O <br />z <br />Lu <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 />T <br />N <br />O <br />CD <br />CD <br />M <br />N <br />qq1a y '1 Q'N <br />O <br />co <br />A�vLo <br />L¢14 <br />Lu <br />E <br />W <br />cl <br />z <br />¢ <br />wW' ^, E <br />^\` ; 0 o <br />i <br />W/� c) <br />M <br />f}' <br />V v -0 2) <br />C) <br />O Q u o <br />TZ1 O LL O Q <br />LJJ s <br />Lw Q: <br />cO EM <br />TW <br />v a � <br />Lu <br />uj (D w <br />Dui U) w0~ <br />w�Q w2-j Q � zw Z <br />QO��0O�0�w000'o-j0 <br />Q Q V <br />F- I- <br />000 Z'u-220OF-¢Q <br />dcnw�OZOw00mZZ 0 <br />0 <br />0 Z <br />cn�CL u5wwwinww¢p <br />¢F¢OwamZ1Z��UOd <br />LL <br />Ow �E-F- �w23 <br />O� 0 0 pQ a <br />u.¢ O F¢u <br />f <br />N <br />O <br />O <br />N <br />Ow <br />f--' <br />V N <br />Q � O <br />z <br />O <br />V Lr) <br />d J <br />V) LL <br />U-) <br />zz <br />Q . Lu Q <br />F--m <br />W <br />w <br />Jo <br />J <br />`-M ♦ <br />c� <br />ao <br />ao <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 />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />C6 <br />N <br />O <br />O <br />O <br />6 <br />O <br />pp <br />C <br />N <br />A <br />N <br />N,,,�a <br />O <br />� <br />O <br />O <br />o <br />O <br />O <br />O <br />O <br />N <br />o <br />L— <br />>1 <br />V7 <br />I <br />O <br />C-41 <br />o <br />co <br />0 <br />1 4-1In <br />0 <br />o <br />1 (D <br />O <br />r- <br />N <br />1..� <br />Z Z <br />Z O <br />in <br />C <br />w <br />ow <br />U r � <br />Q <br />Uo�< <br />Oa=a <br />z <br />z <br />Lu <br />�m0Z <br />r=I1o=Z <br />v <br />z J <br />Q <br />0 <br />�2ZW,--I <br />Z Z <br />LLJ I� <br />O <br />g 2 z <br />Q <br />IL <br />z T—I <br />¢ O <br />■ <br />Z <br />U <br />OU <br />O <br />p.- <br />�MMl< <br />W <br />< <br />Z <br />z <br />w <br />J <br />_Z <br />O <br />� <br />N <br />LAST PLOT DATE <br />Feb. 26, 21 <br />Z <br />DETAILS <br />_I <br />