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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 />_ <br />W/ FBCR R311.7.2 <br />rn <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 /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 />STRAP EACH <br />STUD �A 36 STRAP EACH SIDE <br />CENT �R�D W/ (13) 10d NAIL <br />AND (8) 1/4" X 2-1/4" T:TENS <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 />P <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 />JUL 2 1 2023 <br />Virtual Reviewetedlst,and approved <br />Plans Review compIth <br />for compliance with t eeKlahOr P12300 �d�t�on <br />by Debra Ann <br />M <br />0 <br />• <br />N <br />W <br />_ <br />r^ <br />Ln <br />Ln <br />CD <br />co <br />® , ram-. • ,- <br />Ln <br />i <br />4�+ <br />Z <br />WW <br />W <br />1❑1 <br />z <br />L 0 c <br />W <br />CO m d <br />N M + <br />co <br />Ln V �_ d co <br />CO <br />W E L C O <br />0 28 <br />O LL- 8 o Q <br />s U�0 <br />}< <br />•^N, Y W CiN <br />co E00 <br />W L <br />a <br />W <br />❑w vi w0H <br />wH~ ��� uj <br />x YzW Z <br />of (�j W <br />Q Q V <br />Q: J�0 WoLL000LL JO <br />DOX ZLiycyZ200F_ <br />�. <br />Z) 0 0 <br />00 Z <br />Ocn��OZOa00802 <br /><n�a.LU- �v��W¢p <br />�¢a0Z azujz�WU00a. <br />U) <br />¢mow �H~ 2w25 ¢ <br />YZ ¢ <br />❑ =O ❑ <br />C)LL <br />Q �_ LL <br />0 <br />Z CN <br />O� <br />ti <br />0 <br />0 F M <br />z <br /><U)MLO <br />0- (D <br />2U)LL_ti <br />z <br />< W < u� <br />H M_ <br />0 <br />Q Q <br />Z U F— <br />Z <br />Lu <br />W <br />o <br />J 0 <br />A <br />CO <br />Iq <br />N <br />N <br />N <br />N <br />N <br />N <br />I` <br />N <br />4 <br />e- <br />4 <br />r- <br />000 <br />000 <br />0 <br />06M, <br />C0 <br />r- <br />00 <br />T-- <br />CD <br />N <br />O <br />N <br />O <br />N <br />r- <br />N <br />N <br />C)NN <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />N <br />N <br />o0 <br />L6 <br />06 <br />M <br />r- <br />O <br />LO <br />Oo <br />� <br />O <br />CD <br />CA <br />C) <br />O <br />O <br />, <br />C) <br />Co <br />CD <br />NU <br />cn <br />boo <br />0000 <br />"t <br />LO <br />N <br />u') <br />C0 I <br />h <br />M vJ <br />Z <br />_Zp <br />W <br />_ <br />O4--0 <br />W <br />wv) <br />wU <br />U_o—o <br />�0 <br />CL <br />V J <br />Z <br />W~ a <br />�MOZ <br />tr <br />�ZgW <br />N <br />Lu zxM <br />�Zz <br />W N <br />Og2Z <br />< <br />UTZZ <br />. <br />Z <br />�QO <br />Z <br />U <br />U <br />0 <br />a.O <br />co <br />z <br />¢ <br />z <br />z <br />J <br />N <br />WV) <br />O <br />O <br />LAST PLOT DATE <br />May. 9, 23 <br />z O <br />i <br />DETAILS <br />