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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 />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL 1" \ \ 42" H. SLOPED <br />10 NOSING LOW WALL <br />io <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 />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS — <br />STAIR SECTION <br />1 /2„ = 1'-0" <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 />co <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />. /111-2x MATERIAL <br />STAIR DETAIL <br />1 /4" = 1'-01 <br />1 <br />2 <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 />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 10d <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 />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 />SEP 0 8 202r <br />VIRTUAL 4El, t <br />Virtw,a Rd\,IE Lin-' <br />Dian i Rev`�- ' <br />i, �:c,;Tt,_ i ce' Sand d oved <br />for corrlpiiance with tree 2-020 F� 7th <br />Edition by Debra Anna= Kiahr PX2300 <br />4 F <br />N <br />- <br />V" J oc" p 4 <br />A <br />1 <br />A <br />ui <br />< <br />w <br />p <br />o <br />w <br />0 <br />z <br />Q <br />n` <br />W <br />A, <br />W > o � p <br />L '0 `? 0 <br />cv) <br />V) <br />f� <br />V U P <br />2 (h <br />c <br />E <br />O 2 o <br />0 <br />U jIq -5,* <br />-s <br />�N <br />W <br />U w Q: <br />p ri <br />L <br />1, 0 a <br />W <br />W <br />WWI w w�00 <br />w r- <I- X Y z X z <br />��� 0z ILL 0 <br />0U <br />Jn <br />c3wWo�Eoma <br />ou)wOo2?�U <br />z <br /><QCAw2 <br /><z <br />i�-� <br />00- <br />0LLIO <br />LL <br />ow � O <br />OW Y,QQ <br />Q <br />wQ o LLJ <br />O <br />O <br />Z W <br />OI--_A <br />v/ � 1 <br />z <br />0 I- M <br />Q0--1� <br />J <br />O <br />IL (/) <br />2co�� <br />< W <br />z <br />00 <br />za <br />U f- <br />W <br />W <br />�c:) <br />0 <br />Q0 <br />1 <br />1 <br />1 <br />p <br />p <br />t <br />p <br />p <br />p <br />1 <br />1 <br />� <br />N <br />o <br />04 <br />N <br />o <br />N <br />O <br />N <br />01 <br />0 <br />C <br />0 <br />O <br />N <br />o <br />N <br />o <br />' <br />z <br />O <br />wo <br />0 <br />0 <br />0 <br />0; <br />L0 <br />i <br />a <br />N <br />co <br />V' <br />In <br />co <br />zH <br />cu <br />Qz <br />O <br />O <br />W <br />Zw <br />wOO <br />U <br />U <br />^ <br />i.l <br />o <br />Z)z5_ <br />Oro <br />Z <br />a�a <br />Q <br />1� 1 i <br />= <br />m=w <br />H2 <br />~-NO <br />N <br />zzo= <br />. . N <br />W <br />Q <br />O <br /><�� <br />gWw <br />U�Z <br />r <br />Z <br />z <br />C/z <br />2 <br />C) <br />00 <br />�m <br />zA3 <br />z <br />w <br />w <br />C3 <br />CO <br />0 <br />LAST PLOT DATE <br />z <br />J <br />STAIR DETAILS <br />