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STAIR SECTION <br />1 /211 = 1 r—Orr <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 71 1, loll <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) 2xl2 STRINGER <br />STAIR DETAIL <br />1 /411 = 1 1 <br />-01 <br />1 <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) MDSTAM36 STRAP EACH <br />CENT�I STRAP EACH SIDE) <br />R�D 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 />TMALL 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 />JUL 2 1 2023 <br />willuut 1­11 <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />M <br />N <br />O <br />O <br />U) <br />00 <br />LO <br />Q <br />Lu <br />Lu <br />w <br />ry <br />z <br />Q <br />nN) (Do^ a <br />cy) co <br />'N V w aN <br />W <br />U' w <br />ow ui wOH- <br />w�H x�� W�Y_2W z <br />a�__j u) 0 3 a O LLO O LL J 0 <br />Q U <br />� <br />0 <br />�dXQQzLLLL�z�DOF-¢< <br />OwxWQzOo!O_2mZ= U <br />C7a>Nww�cnLLXQOx_j <br />0 Z <br />N LL_ <br />_j 0Lij 3wz�wvpa. <br />Qpw ��� � o�Q Q <br />oQ o 0 o z� <br />�¢LL <br />>A <br />O <br />Z N <br />OW <br />(�� <br />O <br />z <br />M <br />Q WO L0 <br />ILL V <br />if) <br />I�WCLCM <br />00 <br />ZU� <br />Z? <br />Lu <br />Lu� <br />J <br />0 <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />N <br />4 <br />V- <br />4 <br />V.- <br />0 <br />N <br />0 <br />CV <br />0 <br />CD <br />C) <br />0 <br />o <br />Co <br />0i <br />c0 <br />T- <br />CO <br />r- <br />O <br />N <br />0 <br />N <br />O <br />N <br />r- <br />N <br />N <br />o <br />N <br />0 <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />Nob <br />L6 <br />op <br />O <br />M <br />T- <br />� <br />N <br />0 <br />M <br />NooT- <br />1 <br />CA <br />O <br />O <br />V-- <br />r- <br />o <br />9 <br />o <br />N <br />L <br />; <br />0 <br />0 <br />b <br />0 <br />'t <br />a <br />0 <br />0 <br />h <br />CV <br />LO <br />CO <br />Cr <br />Z Z <br />— Z O <br />o <br />W <br />Wwin <br />U 5; <br />� <br />Uo <br />�-- <br />-o <br />Q <br />O a <br />(AO <br />Lu <br />Q <br />=LLJ <br />m 2 Z <br />O <br />Z W <br />N <br />00 <br />�., <br />Z 0 <br />M <br />�ZZLL. <br />(� <br />w N <br />O�<2z <br />N <br />Q <br />U�ZZ <br />Z <br />Z <br />F_ U <br />U <br />a <br />O <br />O <br />Cr <br />z <br />Q <br />Z <br />z <br />J <br />N <br />W <br />� <br />o <br />,r-- <br />LAST PLOT DATE <br />> <br />May. 9, 23 <br />z <br />_ <br />O <br />` <br />J <br />DETAILS <br />