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STAIR SECTION <br />1/211= 11-011 <br />1" NOSING SEE SHEET ST <br />10" FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />m 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 /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 />3 <br />A3 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />(MS <br />SS))T (`I STRAP EACH SIDE) <br />CENTRED 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 />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 />SEP 0 8 2022 <br />VIRTUAL R(.IEW ASSIST. <br />Virtual Review AsQ;si l; ir. <br />Plans Review completed' aQd- c ed <br />for compliance with the 2.020 FBC 7th <br />Edition by Debra Anne Klahr PX2300 <br />N <br />O <br />N <br />��� <br />00 <br />• ' <br />LO <br />.... r <br />0 <br />l <br />NwN <br />1.6 <br />z <br />Q <br />t1N, 0 PP)^ o <br />W L c'0rt U <br />0MN d <br />N V � C3�° d M <br />Y/ 2 <br />-2.0 <br />O LL-8 O <br />ji1 • N Q <br />t U <br />•_ d z <br />N w 0- C <br />N o E^ <br />L <br />a '101 <br />I-WW <br />Wo <br />� Ywzx <br />zta <br />J<O?i <br />� <br />z <br />0000 <br />aoz00- <ff <br />rn <br />z �zzLL0 <br />R080ZQ <br />0 0, <br />��Z <br />LL <br />�Ha0W <br />OO w 0~ �D <br />L) <br />-Wz, , <br />Q X 0Z l Q <br />LL� O <br />Z <br />aQLL <br />O <br />z N <br />OW <br />M O <br />M <br />Q L6 <br />I-IYaM <br />W a- 2 co <br />Z U <br />Wz <br />W <br />JQ <br />O <br />J <br />N <br />N <br />O <br />N <br />ti <br />N <br />O <br />0 <br />06 <br />CID <br />00 <br />j 0 <br />O <br />O <br />e- <br />�- <br />0 <br />0 <br />CV <br />00 <br />CV <br />CV <br />0 <br />N <br />00 <br />CV <br />CV <br />CV <br />0 <br />N <br />00 <br />OO <br />Ln <br />, <br />00 <br />O <br />M <br />V-- <br />CV <br />O <br />M <br />N <br />C6 <br />0 <br />o <br />r- <br />6 <br />O <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />00 <br />U)_ <br />Z Z <br />Wv <br />W W to <br />> <br />_Uo—� <br />H0 <br />a. <br />�� <br />(n <br />ZW�Q <br />�w�Q <br />O w <br />00 <br />}Ix2 <br />� 2 Z <br />M <br />ZZw <br />N <br />w N <br />Og2z <br />r— <br />Q <br />V�zLU <br />z <br />� <br />z <br />�Qo <br />U <br />g <br />a <br />oU <br />0 <br />m <br />Q <br />Z <br />A3z <br />Z <br />w <br />J <br />N <br />W <br />r- <br />LAST PLOT <br />DATE <br />Apr. 26, 22 <br />Z <br />0 <br />DETAILS <br />