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STAIR SECTION <br />1 /211 = 1'-0„ <br />1" NOSING SEE SHEET ST <br />10" FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <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 /411 = 1 1 <br />-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 />3 <br />A3 <br />- <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />(S) MSTAM36 STRAP EACH <br />STUD ((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 />STRAPS TO BE ATTACHED <br />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 />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 />2 1.2023 <br />Virtual Review Assist, inc., <br />Plans Review completed and app ed <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />� <br />M <br />N <br />O <br />t ..q <br />c <br />LO <br />LO <br />CD <br />G as <br />ri f <br />00 <br />LO <br />.a�F <br />.Z <br />w <br />Q <br />Z <br />W �.. Q U <br />N <br />L' M <br />U CO <br />V = M <br />A� E L t p <br />2 Oo 2 0 <br />rn �� 0 - " F Q <br />^N` V LL QN <br />V V 000 <br />V, <br />WO <br />Vw�O�0zzLLWF-2-1 LLYF-W Z <br />O <br />=-JU)O�W0VOLL <br />O� <br />Q <br />U <br />=QdEXZWL0Z20OF-J~IooWoomz¢31--Cv)I�Z <br />a�vLLJ V5�= <br />wzW <br />Cuj <br />�LL <br />CL LLJ a. <br />¢OZ �goW0/) <br />¢ <br />OQ =QYZQQQ <br />LL O ¢ <br />Z N <br />OLu <br />S2 <br />��cMO <br />Q U) M � <br />� LL ti <br />z <br />< W < Lq <br />F— a. M <br />Z U <br />Wz <br />W <br />_j0 <br />0 <br />.J <br />NM <br />N <br />co <br />N <br />N <br />N <br />N <br />r` <br />4 <br />4 <br />O <br />N <br />O <br />N <br />O <br />0 <br />0 <br />0 <br />o <br />00 <br />co <br />0 <br />c- <br />M <br />r <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />f <br />N <br />r� <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />O <br />O <br />LO <br />W <br />O <br />M <br />T- <br />N <br />O <br />M <br />N <br />c <br />4rn <br />o <br />0 <br />0 <br />o <br />o <br />r <br />o <br />cm <br />0 <br />N <br />LO <br />; <br />00 <br />N <br />0 <br />co <br />0 <br />o <br />Lo <br />o <br />CO <br />O <br />r` <br />L <br />IT I <br />I <br />CO <br />/� <br />co <br />Z Z <br />O <br />O <br />_ <br />owv) <br />',"� <br />0 <br />Uo�o <br />E-- <br />Q <br />O � a <br />Z <br />uj <br />0 <br />Qrn <br />=mOZ <br />V <br />O > J <br />N <br />Z <br />00 <br />i'<Z° <br />}oft <br />M <br />Z Z LL <br />(.0 <br />� N <br />OV-12W <br />N <br />a <br />U)ZZ <br />Z <br />¢ O <br />z <br />U <br />v <br />g <br />0 <br />o <br />F-- <br />m <br />z <br />z <br />A3 <br />z <br />w <br />J <br />W(y) <br />M <br />`. , <br />O <br />� <br />LAST PLOT DATE <br />May. 9, 23 <br />Z <br />_ 0 <br />J <br />DETAILS <br />