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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 />— — — — \ — — — — — — — — — f <br />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS I I <br />1/2" DRYWALL NOSING 42" H. SLOPED <br />101, LOW WALL <br />rn <br />ti \ <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS 2 <br />SHALL HAVE WALLS, UNDER A3 <br />STAIRS SURFACE AND ANY — — — <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />I I <br />STAIR SECTION <br />1 /211 = 1'-0" <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />IW/ FBCR R311.7.2 <br />t. loll Lcj" NOSING <br />CD <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER--J <br />STAIR DETAIL <br />1 /411 = 1'-0„ <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS <br />LANDING <br />\<\. <br />d a <br />a _ _ d <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�D STRAP <br />C SIDE) CENTE�� /Od <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 />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 />f, AUG 2 4 20 <br />li JJ <br />N <br />O <br />A <br />Lo <br />N <br />Lo 00 <br />un <br />L <br />Q <br />L <br />uj <br />cZ <br />L <br />:.: .. <br />w <br />0 <br />z <br />Q <br />nN <br />> O� o <br />co <br />N <br />ff'' <br />V co 2 m <br />L t M <br />o <br />Q <br />nN` <br />Wco E QN C <br />V <br />co <br />V ^ N <br />ui W <br />CD <br />W <br />LLIC0 W <br />Lu O <br />�Q � C9 I <br />xi �0 0 <br />Q Q <br />U <br />LL00 <br />)xxEmoouoO00z< <br />Lu—zWAp <br />a <br />=0W <br />O <br />W <br />Wo�OZQpwQoZ <br />� <br />�zQO <br />LLJ �YLL Z <br />o � <br />Q <br />�ZH <br />ox <br />LLQ o ¢ <br />O <br />ZW <br />=l 1 ` <br />z <br />(M O <br />Q � M � <br />LL <br />z <br />< W <br />F-�<M <br />Z U <br />W <br />,J O <br />00 <br />O <br />O <br />O <br />O <br />O <br />.�- <br />0 <br />O <br />O <br />O <br />O <br />r <br />N <br />O <br />N <br />O <br />i <br />i <br />' <br />z <br />0 <br />CIO <br />w <br />O <br />CD <br />O <br />Cl; <br />Y, <br />W <br />> <br />r <br />N <br />c M <br />4 <br />6co <br />zz <br />uo- <br />Q <br />O <br />zW <br />-i--+ <br />W <br />w 0 0 <br />Lo <br />o <br />o > <br />0 <br />Z <br />a � 2 <br />� Q <br />�--I <br />L <br />F- <br />= <br />W= <br />Ln <br />co <br />F-�o <br />N <br />zo= <br />. . <br />Lu <br /><�� <br />N <br />O <br />Zwo <br />�- <br />�- <br />Z <br />0-Zu- <br />Z <br />�z <br />F � <br />V <br />J <br />p <br />m <br />z <br />z <br />Z <br />W <br />W <br />J <br />co <br />W <br />O <br />LAST PLOT DATE <br />04 <br />O <br />z <br />O <br />J <br />STAIR DETAILS <br />