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STAIR SECTION <br />1 /2" = 1'-0„ <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />1" NOSI <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />SEE SHEET ST <br />FOR STAIR DETAILS <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� S W 3 AP EACH <br />SIDE) CENT �R ) 0 <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 />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 />SEE PLAN <br />M- -L 1 tu23 <br />Virtual Review Assist. Inc. plans Review completed and approved <br />for compliance with the I'll <br />r ilk <br />by Debra Anne Klahpx23U0 <br />M <br />O <br />N <br />CO <br />uj <br />co <br />' c <br />Q <br />", us <br />> <br />w <br />W <br />Z <br />Q <br />N OL0- E <br />1 <br />u <br />Moo <br />} <br />N V -0-0- <br />0 <br />u <br />omg Q <br />10 <br />.N w p^ <br />�1 QN <br />0 E <br />c. W u <br />W . <br />LLl LLJ <br />LU <br />Ld W <br />WHO ~ � � < LU < Ye ''- <br />x� <br />(�►' <br />Q U <br />�yO�xenu.000 <br />=pX ?��u OZMOOH¢P <br />0W��7ZOROOQ,mZ= <br />Q <br />00 <br />0 Z <br />Vr ap,�IAWWWNLLacQ0 <br />Qo44pW�2z6zoOwuo4 <br />� <br />a 5 0� <br />O <br />Q <br />u- O H�u <br />O <br />0 <br />N <br />_OW <br />U) = <br />O <br />O <br />Q <br />CL <br />x � <br />Q L u <br />ce -I <br />O <br />F- <br />Z <br />Z <br />W <br />Jo <br />J <br />N <br />N <br />N <br />N <br />N <br />N <br />� <br />O <br />M <br />e- <br />4 <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />co <br />co <br />of <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />W <br />N <br />4' <br />O <br />O <br />— <br />6 <br />O <br />— <br />Q) <br />00 <br />O <br />O <br />N <br />e- <br />6 <br />A <br />O <br />N <br />N <br />o <br />0 <br />0 <br />0 <br />.— <br />r— <br />o <br />N U1 <br />` <br />•- <br />O <br />041 <br />p <br />M <br />0 <br />I d I <br />0 <br />LO <br />0 <br />CO 1 <br />0 <br />1'-Ln <br />1 cr <br />COU)O <br />Z Z <br />w <br />vV <br />W <br />0 v) <br />v> <br />0 o <br />a <br />Lobo <br />0)-a <br />~O <br />�-0 <br />z <br />zW�¢ <br />x �-H <br />r- < <br />~m0Z <br />�z <br />w <br />Q <br />i'2ZWTI <br />a. <br />Z Z <br />>. <br />m 00 <br />a- <br />N <br />z � <br />�z <br />�Qo <br />• <br />Z <br />U <br />oUa <br />0 <br />m <br />Z <br />A3 <br />Z <br />z <br />J <br />Lu <br />N <br />r <br />LAST PLOT DATE <br />May. 8, 23 <br />Z O <br />J <br />DETAILS <br />