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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 />1. 10,, CNOSING LOW WALL <br />c0 <br />r <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 I HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />i. 10" LL1" NOSING <br />rn <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />Z-2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />2 <br />— — A3 <br />`%,-- --'.1 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS — <br />LANDING <br />d .a.' <br />a' Q .. <br />n d , <br />X <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 () 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 />MAR 2 5 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />3 <br />_ <br />N <br />N <br />O <br />N <br />e <br />N <br />LO <br />O <br />00 <br />Uj <br />E <br />p <br />w <br />0 <br />z <br />a <br />n` <br />W L N E <br />W > O N o <br />c d <br />j <br />co <br />*. V) w <br />(� <br />V D MO <br />W i L <br />W <br />290 ` <br />0 <br />rnrn� O � <br />Q <br />• <br />0 N <br />L1J Q N C <br />nN` <br />W <br />L Q E� <br />E CL <br />W <br />U W <br />�LI uj W Q� <br />E-LU ~ C Wq zo <br />�02 WO? <br />O <br />Q <br />�LLUO� <br />CyOJY�0z20QQOO <br />Z�WW <br />WWn�Oao�J0_o--UW7nzLUoU <br />LLJ <br /><W2¢ <br />oO D oQe <br />LL Q o a W <br />f- <br />>f <br />0 <br />Z N <br />OW <br />VJ <br />��/� <br />Q � 0 <br />Q � CIO <br />� <br />U) <br />ti <br />F—W�M <br />cr 0- 'r-- <br />Z V <br />W <br />W <br />J 0 <br />O <br />CD <br />o <br />I� <br />0 <br />N <br />r <br />0 <br />N <br />M <br />0 <br />N <br />M <br />0 <br />N <br />r <br />C)N <br />W <br />0) <br />\ <br />O <br />N <br />N <br />O <br />N <br />O <br />0 <br />CDr <br />o <br />o <br />' <br />z <br />O <br />NW <br />o <br />0 <br />00 <br />0 <br />LO <br />r <br />N. <br />CO. <br />4 <br />In <br />i <br />00 <br />�^ <br />Z� <br />v♦ <br />az <br />O <br />w <br />�--+ <br />O <br />W <br />U <br />z z <br />U V <br />0LO <br />ow- <br />Z <br />OF-0 <br />a�a <br />Lu ;-> Q <br />cwp=W <br />F-2 <br />�o <br />N <br />ZZO= <br />W�� <br />O <br />LL <br />Z <br />Z <br />az <br />a <br />I�L� <br />F- <br />OU <br />O <br />z <br />A3z <br />a <br />Z <br />w <br />C) <br />W <br />o <br />O <br />LAST PLOT DATE <br />z <br />- <br />J <br />STAIR DETAILS <br />