Laserfiche WebLink
STAIR SECTION <br />1 /211 = 1'-011 <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 10" <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />RISERS CUT FROM <br />1 x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL -- <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 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) MDSTA 36 STRAP EACH <br />STRAP EACH S DE) <br />CENT �((F2�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 />TANALL TYP. U.N.O. <br />SEE PLAN <br />w <br />O <br />z <br />w <br />w <br />co <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?N. <br />ALL SPLICE DETAIL <br />T.S. <br />OCT 18 2022 <br />Virtual Review Assist, Pipe <br />Plans Review completed and Sifprcveo <br />for compliance with the 2020 FBC 7th Editior <br />by Debra Anne Klahr UX2300 <br />N <br />LO <br />Vol <br />LO <br />00 <br />.r'� <br />. �' it l 4 i £ ,r• <br />^ <br />¢ <br />z <br />W <br />s <br />O <br />0 <br />z <br />E <br />O <br />(D <br />� N <br />V) <br />� <br />II'' N <br />V <br />►- :E o <br />W O o <br />O �o Q <br />•�^` <br />W <br />U W Q� v, <br />O E r�i 5 <br />70 <br />L <br />C a� <br />�F-a <br />W <br />O LLl Cn W Q F- <br />zWW�Q i�g W <br />z0¢¢¢O00a0�OaV <br />W� <br />�a <br />QV?05RJ <br />F-0U)0 <br />O�Q0�Q W9ZoZ¢ <br />Oa00co <br />WWV5-WwFxznQ2 <br />(W(Y1' O <br />U)O Z <br />OaZ❑ Z <br />a Yz <br />�¢WYQ <br />LL <br />�F-�WXzZO�w�Uoaa <br />Qw ¢ <br />O <br />¢ <br />tL <br />¢ u <br />Z CN <br />O� <br />z <br />L��MO <br />Q U) M LO <br />U) <br />LL <br />z <br />< W <br />ly- IZ CM <br />0- <br />00 <br />zv� <br />W <br />W <br />_jC:) <br />0 <br />J <br />N <br />N <br />O <br />N <br />N <br />0 <br />0 <br />00 <br />N <br />0 <br />W <br />0 <br />0 <br />0 <br />C� <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />C6 <br />N <br />oD <br />O <br />� <br />op <br />p <br />M <br />c- <br />1 <br />N <br />O <br />M <br />N <br />4 <br />0 <br />, <br />0 <br />C) <br />O <br />r <br />O <br />" <br />CD0 <br />6 <br />�— <br />' <br />o <br />•L <br />CVO <br />00000 <br />N <br />co, <br />'t <br />FO <br />0 <br />W <br />0 <br />I1- <br />L <br />I <br />CO <br />Z z <br />-ZO <br />_ <br />C) <br />W0�_ <br />owin <br />w <br />O <br />Vo�o <br />�O <br />a <br />a <br />V) <br />O <br />Of W <br />w�Q <br />Q <br />Z <br />W F— <br />D <br />�_ <br />Q <br />=roz <br />W Q <br />Oo�J <br />NZ <br />M <br />W}�2 <br />>-2ZW <br />M <br />�zzLL <br />N <br />w NO1QMz <br />�— <br />Q <br />vTZZ <br />Z <br />�QO <br />Q <br />00 <br />ar <br />Z <br />Z <br />z <br />w <br />J <br />N <br />cli <br />W N0 <br />,r-- <br />LAST PLOT DATE <br />> <br />May. 2, 22 <br />Z -6-' <br />O <br />J <br />DETAILS <br />