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36" LOW RAILING ON OPPOSITE <br />WALL - PROVIDE <br />WALL BLOCKING AS REQUIRED <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />- - - - - - - - - - - <br />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL 1" 42" H. SLOPED <br />101.NOSING \ LOW WALL <br />in <br />rn <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />STAIR SECTION <br />1 /2„ = 1'-011 <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />10" <br />(3) 2x12 STRINGER <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />" NOSING <br />RISERS CUT FROM <br />4�---lx MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />STAIR DETAIL <br />1 /4„ = 1'-0„ <br />2 <br />— — A3 <br />`%,-- --� <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS- <br />LANDING <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 />A3 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1)D W/AP EACH <br />d <br />SIDE) CENTERS <br />NAILS AND 8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />w <br />F- <br />O <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 approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />CDs's5 <br />1. <br />0`0 <br />co <br />LO <br />O <br />00 <br />LO <br />,. <br />AiLJISE�3 ' <br />Q <br />0 <br />w <br />v %is <br />O <br />w <br />z <br />nV) <br />N t E <br />L � s'. o <br />W <br />C] M - d <br />\ M oD <br />N— <br />.0.N <br />U O i7 ao u a <br />A, L O 2 <br />� <br />Q <br />Cj)W <br />V LU Q� c <br />n, <br />W <br />}L � E� .m <br />V CL <br />W <br />W <br />ow vi wOF- <br />W~ W � ��Yzo: Z <br />U� <br />Q Q U <br />F- <br />W��-j O3W<TUO2JO <br />jU'pQ ZLLLL-2M0OF-QQ <br />F- <br />CIO Z <br />Ow(rwgZOwoomzz <br />N 0_ W W <br />Q�< WQ�zWZO��ppO <br />0_ Q <br />x J <br />LL <br />Ow <br />ow <br />¢ <br />LLQ o <br />w <br />O <br />Z CN <br />O� <br />jU)o <br />z <br />0 i- M O0 <br />a- <br />_j <br />- <br />LJLz <br />� <br />< LLJ Ln <br />F-�a.M <br />0- a Z 00 <br />ZUH <br />W <br />W <br />JQ <br />0 <br />co <br />i <br />! <br />! <br />i <br />! <br />O <br />O <br />O <br />O <br />O <br />N <br />f`V <br />O <br />1�1 <br />N <br />N <br />O <br />` <br />O <br />` <br />O <br />N <br />O <br />OC) <br />z <br />0 <br />0, <br />a <br />o <br />0 <br />' <br />O <br />N� <br />o <br />0 <br />0 <br />(D <br />0 <br />LO� <br />w <br />zZ <br />U) <br />QZ <br />O <br />--- <br />LLJ <br />zw <br />O o <br />4--0 <br />O <br />U <br />. <br />U U � <br />LoO <br />Owp <br />Q <br />t--I <br />Z <br />H <br />a � a <br />a <br />L <br />= <br />m=w <br />�2 <br />N <br />af <br />°Z-= <br />LLi <br />Q <br />O <br />ZWO <br />�. <br />� <br />Uaz <br />Z <br />z <br />O <br />Z <br />U <br />0 <br />_0 <br />m <br />zA3 <br />z <br />w <br />W <br />� <br />0004 <br />O <br />0 <br />LAST PLOT DATE <br />Z� <br />O <br />_1 <br />STAIR DETAILS <br />