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STAIR SECTION <br />1 /211 = 1'-0" <br />SEE SHEET ST <br />1" NOSING <br />FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />(D <br />M <br />W/ FBCR R311.7.2 <br />RISERS CUT FROM <br />I MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />10" <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /411 = 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) DS TAM36 STRAP EACH <br />T((1) STRAP EACH SIDE <br />) <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 />w <br />0 <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 />SEE PLAN <br />OCT 2 8 2022 <br />Virtual Review Assist. Inc. <br />Plans Review completed and approv <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />•} ; y <br />fT 2if <br />00 <br />0000 <br />Jrf1e �� <br />� <br />Al -; "N J C-O .� <br />0000 <br />LO <br />w <br />l <br />0 <br />z <br />Q <br />N O�- <br />^` N E <br />0 o <br />W L '> N <br />M <br />MI <br />N <br />N 00 <br />U -00- OM <br />W L M <br />28 <br />°S <br />0 c Q <br />s C) <br />- <br />•SINW s?A <br />OCO) <br />E ( .9) <br />7a) }L�� <br />V V 00. 0 <br />W <br />0Lj w0~ <br />w� Q x g J W - o x z <br />(� <br />Q <br />W <br />U <br />Q�� JW 3:WWu.UO� JO <br /><ax zWwozmoo—ate <br />Q <br />OOz <br />�" <br />�waWFnwwwv0-ixW<0 � <br />�¢< WQ�zWzOwc�o� <br />cn uL <br />¢ow 2H�_�wi32Q <br />OW o 0 o�z <br />LL �Qw <br />O <br />Z W <br />O1-- <br />Dzti <br />O <br />( <br />Q U) CM � <br />U)- ti <br />z <br />W <br />I—�<Lq <br />M <br />oo <br />Z U F- <br />WZ <br />Wo <br />J <br />O <br />N <br />N <br />O <br />N <br />r` <br />CV <br />0 <br />O <br />06 <br />W <br />W <br />O <br />Co <br />O <br />C)O <br />O <br />N <br />O <br />N <br />O <br />N <br />Co <br />N <br />C) <br />N <br />C)N <br />CV <br />d7 <br />0 <br />In <br />O <br />c <br />d <br />0 <br />0 <br />0 <br />O <br />O <br />0 <br />C6 <br />0 <br />N <br />L0 <br />1 <br />; <br />O <br />o <br />CV <br />0 <br />C) <br />0 <br />�r <br />0 <br />Un <br />C:) <br />CO <br />C:) <br />r` <br />LO <br />Cr <br />M <br />w <br />z <br />_z z O <br />o <br />4-0W <br />ww55 <br />W 5; <br />Cy)0OfW <br />�' <br />Uo_o <br />Lf <br />.il <br />VJ <br />ZwF=-Q <br />I.—w <br />Q <br />Q <br />=E-- <br />=z <br />N <br />z 3:J <br />M <br />�2zW <br />}Ix2 <br />(LQQ� <br />W n1 <br />O <br />-i z <br />O <br />2 <br />U�Zco <br />Z <br />Qp � <br />z <br />U <br />a <br />OU <br />o <br />W <br />of <br />Z <br />Q <br />< <br />z <br />z <br />w <br />J <br />N <br />W04 <br />04 <br />0 <br />LAST PLOT DATE <br />Aug. 8, 22 <br />Z <br />_I <br />DETAILS <br />