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36" LOW <br />WALL <br />0 <br />ENGINEER <br />TRUSSES <br />1/2" D <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 r-011 <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 />RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />------------- <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />42" H. SLOPED <br />1. 10" LCNOSING LOW WALL <br />io <br />r- <br />rn <br />2 <br />---� A3 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS <br />d ° <br />N\/\\ <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />f 10" r�1" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER— / <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />NnW <br />A <br />I <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 ST& 1�STn3 R/AP>AOC�H <br />SIDE) CENT �� <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 />w <br />F- <br />0 <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 />K3 AWALL N. SPLICE DETAIL <br />M <br />O <br />� <br />N <br />0000 <br />' to <br />O <br />00 <br />4 Lo <br />4 <br />W <br />t' C <br />I 2 <br />w <br />0 <br />z <br />Q <br />N E <br />M c ti <br />- <br />U) <br />N M <br />O O au u a <br />u ppM <br />W� O <br />LD)O Ll g N Q <br />•N <br />.c w <br />V s? <br />00 E M <br />a <br />Lu W <br />C� V <br />oL v; WOLU H <br />1o< X<�~z� <br />ooE- <br />Q F <br />aoX J�O�xwu <br />O O t= <br />3wR9oZoEoomZZ 3 <br />Z <br />�W n.W(n W WU5xx< X- <br />I W o <br />Q<<0LJJ WZO�U�a <br />ILL <br />oW gHF- Yz Q Q <br />oQ o 0 0¢ <br />LL �QW <br />i <br />CD <br />0 <br />Z N <br />OW <br />I- <br />1 <br />z <br />0 I.—: or) O <br />Q � M <br />ILL <br />Lq <br />W IZ M <br />CL T— <br />QO <br />Z U <br />w� <br />w <br />Jo <br />0 <br />JUL <br />21223` <br />irtuallRevi6r <br />Assist, <br />nc. <br />Plans <br />evi <br />w completed <br />and <br />appl <br />e <br />for comp <br />anc <br />with <br />the <br />2020 <br />FOC <br />70 <br />Edi <br />for <br />De <br />3rf ble <br />Klphr <br />PX <br />300 <br />N <br />o <br />N <br />0 <br />0 <br />0 <br />0 <br />C) <br />a) <br />O <br />N <br />N <br />N <br />N <br />z <br />0 <br />0- <br />o <br />0 <br />0 <br />' <br />O <br />NWooa000; <br />Lo <br />CV <br />vi <br />`a' <br />to <br />C6 <br />i <br />W <br />VJ <br /><Z <br />O <br />zw <br />MO <br />4--+ <br />W <br />0 O O <br />U U) <br />_U <br />O <br />U <br />�zj <br />Z <br />ono <br />aoa <br />T� <br />w �:Q <br />Lr)= <br />W r <br />H2 <br />Z)o <br />N <br />o <br />SOU) <br />W�� <br />. <br />Q <br />O <br />gWo <br />z <br />Z <br />a <br />U)z <br />Z <br />F� <br />QU <br />_0 <br />F. m <br />z <br />A3 <br />z <br />z <br />z <br />w <br />w-j <br />N <br />0 <br />O <br />LAST PLOT DATE <br />Z <br />0 <br />..I <br />STAIR DETAILS <br />