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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 />A3 <br />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL 1" \ \ 42" H. SLOPED <br />10 NOSING \ LOW WALL <br />in `\ <br />M <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 />2 <br />---� A3 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS — <br />STAIR SECTION <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />IW/ FBCR R311.7.2 <br />E;] 10" dj" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />. --2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <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 />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1)D W/�( EACH SIDE) CENTERS )0d <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 />SEE PLAN <br />8" KNOCKOUT COURSE <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — <br />% <br />w <br />O <br />z <br />w <br />w <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 />p►Y % 2 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appro <br />for compliance with the 2020 FBC 7th Edition. <br />by Debra Anne Klahr PX2300 <br />-:LO <br />00 <br />LO <br />� <br />75 MCL <br />: <br />04 <br />0 <br />z LL It <br />00 <br />QD LO Ln <br />Cr <br />CO <br />6 <br />5Lffl <br />; <br />LO <br />3e. <br />A 3 <br />z <br />'.S <br />�aV <br />