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STAIR SECTION <br />1 /211 = 1 1-019 <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 10" <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE _ <br />W/ FBCR R311.7.2 <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 />S) MSTAM36 STRAP EACH <br />TUD ((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 />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 />OCT 2 8 2022 <br />\/V\ <br />Virtual Review Assist, Ini <br />Plans Review completed and al <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />LO <br />d y o V j <br />y <br />000 <br />W <br />CRY*. <br />w <br />Z <br />Q <br />a) <br />n` -0M o <br />_W L <br />\T ' cM7 di <br />N 2 <br />V) U -0-0- - �_ M <br />'• co <br />W Q 20 <br />O <br />�O 9 Q <br />U6� <br />}� <br />.N W QT N <br />cO N <br />7W L 0 _� <br />V <br />E- <br />a a 0 <br />C1 <br />H�vWpiJ <br />WQ cr2 <br />�W <br />yzH <br />t ZO <br />Ww <br />LQL <br />-J0 p <br />Q X <br />=�jxZ�LL0—Z20 <br />Ow <br />LL UO <br />J <br />�QQ <br />CY0Z <br />pnOpw00mZZ�:U� <br />p <br />i� <br />JQaowQ�z <br />QHW ��cn <br />OWUOd <br />�WD�0 Q <br />LL Q O <br />Q LL <br />O <br />O <br />ZW <br />O � <br />A <br />zU)LLti <br />M O <br />Q U) M � <br />z <br />< W < Lq <br />CL M <br />00 <br />� <br />Z U <br />LUz3: <br />W <br />J o <br />O <br />mi <br />N <br />N <br />O <br />N <br />i <br />r� <br />N <br />IL <br />0 <br />00 <br />r <br />(.00000�� <br />v- <br />— <br />N <br />N <br />N <br />N <br />N <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />M <br />6 <br />N <br />00 <br />O <br />to <br />r- <br />c6 <br />p <br />A <br />r <br />r- <br />N <br />O <br />M <br />w <br />0 <br />c <br />00'0��00 <br />, <br />O <br />O <br />r <br />6 <br />CA <br />NLO <br />�0000000 <br />N <br />M <br />C4 <br />N <br />r <br />� <br />Crz <br />M <br />(/) <br />Z <br />zo <br />W <br />0 w <br />_ <br />LLJ <br />w <br />V0-aF--O�a <br />Z <br />W <br />Q <br />=M0z <br />�-- z <br />Oz <br />tz �J <br />N <br />00 <br />z� <br />M <br />aZzLL <br />pp <br />w N <br />O�2z <br />O <br />Q <br />U) Z z <br />z <br />QO <br />U <br />z <br />OU <br />� <br />MMO <br />W <br />� <br />z <br />Q <br />z <br />z <br />w <br />J <br />N <br />W04 <br />O <br />0 <br />LAST PLOT <br />DATE <br />Jul. 21, 22 <br />zO <br />J <br />DETAILS <br />IiTI is Nil I:IAN i'.�� I. '� II�T <br />