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STAIR SECTION <br />1 /2„ = 1'-011 <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE _ <br />W/ FBCR R311.7.2 <br />ti <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />10" <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 Wi <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 />STUD ((1) STRAP EACH SIDE <br />CENTERED W/ (13) 10d NAIL <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 />w <br />O <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 />3 WALL SPLICE DETAIL <br />N.T.S. <br />SEE PLAN <br />Virtual, Review Assist. Inc. <br />p ,Ins Review completed and approved <br />for ccmp€,Ian€.e with the 2020 FOG 7th Edition <br />by Debra Anne Kuhr PX2300 <br />M <br />N <br />O <br />N <br />{.M1 <br />c <br />co <br />M1 <br />r� G <br />eviz <br />LO <br />L)o <br />000 <br />LO <br />("n <br />tx e <br />§ <br />§ <br />a <br />� B <br />0 <br />AR v 3.1 <br />w <br />C <br />y� Y <br />Nw�/ <br />LL <br />0 <br />z <br />a <br />E <br />0 <br />L� <br />W L 0 <br />Q M Gi <br />" M � 7 <br />} co <br />in V -0C �_ f -MC <br />L L om <br />D � ` <br />o O <br />r� 0 LL o W Q <br />s gip° <br />LU <br />•r^N1 <br />V CQCN <br />W L Q C CO <br />Q <br />W <br />Q W <br />W W <br />zof <br />~q-jNWO4W z <br />W 2 <br />a�2 �oOLeo <br />����Q <br />Q <br />Q I-- <br />Q�XJZ�LL0z20-— <br />CWHOomoomof <br />Zz U <br />n�iZF- n.WWLWaa <br />L��maZ aoWWzQQ�I <br />�pp <br />0WQ? Q0 Z <br />QaLL <br />LL a o Q <br />LL <br />O <br />O <br />z N <br />OUj <br />z <br />M O <br />Q U) M � <br />qq- <br />LL <br />z <br />< W < U? <br />I— cr) <br />co <br />zv� <br />w � <br />LU <br />J0 <br />0 <br />J <br />N <br />N <br />N <br />N <br />N <br />N <br />rl� <br />41 <br />4 <br />CV <br />r <br />r <br />O <br />N <br />ca <br />N <br />O <br />000 <br />O <br />co <br />r <br />O <br />Cfl <br />r <br />O() <br />r <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />r <br />N <br />O <br />CV <br />i <br />O <br />N <br />n <br />O <br />N <br />i <br />O <br />N <br />i <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />c0 <br />O <br />Lid <br />r <br />00 <br />Q <br />M <br />r <br />O <br />O <br />c <br />4 <br />O <br />r <br />Q <br />O <br />O <br />O <br />r <br />O <br />r <br />00 <br />NLo <br />; <br />o <br />0 <br />0 <br />0 <br />IT, <br />Q <br />Q <br />0 <br />r <br />N <br />M <br />Ln <br />Cfl <br />I` <br />LO <br />00 <br />Z Z <br />O <br />_ <br />O}' <br />w <br />ow( <br />C) <br />O <br />vo�Q <br />F—O <br />a <br />LLJ <br />Z <br />�m0Z <br />=E-=z <br />Z J <br />2 z = <br />L� <br />Z z <br />(� <br />W <br />O—j2z <br />O <br />Ua- <br />ZU) <br />Z <br />map <br />Z <br />U <br />v <br />g <br />Qo <br />Co <br />Z <br />a <br />z <br />z <br />w <br />M <br />N <br />W O <br />0 <br />qr-- <br />LAST PLOT DATE <br />Mar, 9, 23 <br />Z O <br />6ETAILS <br />J <br />