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LOFT <br />42" H. SLOPED <br />LOW WALL <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" DRYWALLS <br />PWDR <br />BATH <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'-0„ <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />10" " NOSING <br />1777 <br />RISERS CUT FROM <br />- -_ -_--- -_ 1x MATERIAL <br />TREADS CUT FROM <br />/ 2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /411 = 1'-0„ <br />1" <br />10" CNOSING <br />L—L <br />io <br />rn <br />(3) PT 2X12 STRINGERS <br />LANDING <br />STRUCTURAL SHEATHING <br />2X8 SYP STUDS SET TIGHT TO <br />ATTACHED PER NAILING <br />SHEATHING AT 12" O.C. W/ (2) <br />SCHEDULE - ALIGN EXT. <br />USP MSTAM36 STRAP EACH <br />FACE OF SHEATHING W/ <br />STUD ((1 STRAP EACH SIDE) <br />EXT. FACE OF CMU BELOW <br />CENT��2�D W/ (13) 10d NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU - <br />2X8 #2 SYP P.T. BASE PLATE <br />STRAPS TO BE ATTACHED <br />SET TIGHT TO SHEATHING <br />_ <br />DIRECTLY TO CMU <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />*CENTER OF STRAP AT <br />AND 6" FROM EACH END <br />TM/ALL TYP. U.N.O. <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />r <br />W/ (1) #5 CONT. <br />O <br />SEE FOUNDATION PLAN <br />Z <br />FOR FILLED CELL <br />w <br />SPACING. --� <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 />(1) —J <br />Q <br />W <br />117 <br />p Z w <br />U) <br />n <br />o <br />wQp <br />att <br />>0 W <br />= 2! <br />Zp� b o_ <br />ErUm <br />O r <br />wZw <br />> �„;f: <br />Qwv <br />= <br />,r, <br />.,� O <br />� N <br />Q <br />�zz �s <br />r&LIO G I a <br />_ F—Z~ <br />F-p <br />. =w: Q <br />�w <br />nU-<Z _ o 'fx, Z <br />}Z~ <br />lL p ppow. <br />.( 1U't�',�a W <br />J% <br />It <br />�✓ <br />0 <br />U Z <br />W In <br />Z(!) F- <br />p p <br />2 <br />= p <br />F- F- <br />Q <br />N j 00 o <br />M <br />'O U <br />M n �i <br />4- Nova <br />t' h <br />N a0 <br />V <br />M <br />r—- = <br />5 0 <br />co) <br />O LL <br />,t C <br />�N u w Q,:;i <br />a) L o E� rn <br />70 v rl� v0 <br />w <br />w <br />� Ld uj w 0 F— <br />W H~ � � Y Z� Z <br />0 <br />(� `w, <br />Q Q U <br />�Q-�0)O�m0LL000 <br />D0OJZIr <br />ILILoZmO11 <br />F-QQ <br />F. <br />C'1 oz <br />Ov)w�aOZOR00W-jrmo <br />-iy <br />Oa�zozzzw�WO�Ht-�o�Q <br />v <br />o <br />to Z <br />0 <LL <br />oo ao¢ZQgQ <br />YQ <br />i <br />O <br />O <br />(V <br />01-- <br />(n O <br />0 1.-7cM O <br />Q (/) M r- <br />Q w Q L? <br />W M <br />Q>-Q°° <br />z I— <br />w <br />w <br />J� <br />O <br />JCD <br />N <br />`° <br />CM <br />0 <br />N <br />O <br />rn <br />" <br />O <br />O <br />O <br />`W <br />1..� <br />Z <br />-Z O <br />W <br />wwu� <br />z <br />1-- <br />0 <br />rQn <br />ZwF-¢ <br />V <br />XF- W <br />Q <br />m�� 0Z <br />F- = ZW <br />v <br />Z�Jce <br />2 <br />�--I <br />Z it <br />O <br />aZZ <br />a�w <br />O <br />2 <br />� <br />Q TI <br />Z <br />TZZ <br />< p <br />Z <br />U <br />U <br />a <br />oo <br />z <br />A3 <br />Q <br />Z <br />Z <br />W. <br />cm <br />ui <br />N <br />N <br />(Y� <br />LAST PLOT DATE <br />Oct. 10, 17 <br />z <br />J <br />j <br />i DETAILS <br />E <br />11. <br />� mo <br />WE <br />If <br />