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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 />42" H. SLOPED <br />LOW WALL <br />------------------------- <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />----------------------- <br />1" <br />NOSING 10" <br />Ffl <br />rn <br />r <br />f <br />I <br />LANDING <br />STAIR SECTION <br />1 /2" = 1'-0" <br />(3) PT 2X12 STRINGERS <br />HEADROOM IN STAIRWAY SEE SHEET ST <br />TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS <br />W/ FBCR R311.7.2 <br />1" NOSING 10" <br />RISERS CUT FROM <br />1x MATERIAL <br />io <br />TREADS CUT FROM <br />2x MATERIAL r� / <br />---(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4" = 1'-0" <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALL <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 />STRUCTURAL SHEATHING U <br />ATTACHED PER NAILING <br />SCHEDULE — <br />2X8 #2 SYP P.T. BASE _ - <br />PLATE W/ 1/2" EPDXY <br />ANCHOR OR 1/2" J BOLT <br />W/ MIN. 7" EMBEDMENT <br />AT 32" O.C. AND 6" <br />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 AT 12" O.C. W/ <br />(2 USP MSTAM36 STRAP EACH <br />RD ((1) STRAP EACH SIDE) <br />CENTERED W/ (13) 10d NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />_ T/WALL <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 />- Q <br />=WH. <br />w <br />0 Z W <br />Q <br />W ¢ p <br />Waco <br />= <br />N <br />W <br />z <br />N <br />�O0 <br />2w <br />LO <br />W`Zm <br />�n <br />� <br />= <br />ON <br />OZ <br />LO <br />Q <br />2�Z <br />~pO <br />I z <br />LLpp <br />U) <br />W� <br />Wpm <br />U Z <br />�w <br />W <br />�� <br />p0 <br />2 <br />Will <br />>LO E <br />0 M O <br />MN d <br />} cn <br />M <br />C: ?0 28 <br />} <br />o M: 8 v <br />s � U R 0 <br />p <br />.N u w Q. <br />co EM <br />7W L <br />a o <br />W <br />W W <br />Q <br />❑ LLI IN w 0 <br />wHQ w�� �gQYz� z <br />w0�-¢O¢�¢LI-c�000 <br />U <br />� <br /><(3x-'Zw Ll.ozmu❑HQQ <br />aww§0-ZOw-O000Zz <br />Q <br />Q Z <br />Oa>�www�LL�¢O <br />QN¢Ow¢v❑-iZWz <br />it � <br />w C) <br />LL <br />Ow gF �Y❑�¢ <br />¢ <br />LL¢ O <br />LL <br />O <br />O <br />(V <br />Z LL'O F— <br />>u o <br />0 M O <br />LL <br />U) ti <br />QWQU-? <br />Fd,cr) <br />00 <br />Q U Q <br />Z F— <br />W <br />W <br />—ic:) <br />O <br />J <br />0 <br />N <br />i <br />N <br />6 <br />" <br />O <br />o <br />'L <br />N <br />0 <br />> <br />LO <br />O <br />z Z <br />— z 0 <br />N <br />cu <br />WUr' <br />L u <br />UD <br />0 <br />N <br />Z <br />F— <br />0 a <br />Q <br />Q <br />'> <br />1'1 <br />ZwF <br />W <br />Q <br />~MOZ <br />=F-=z <br />W <br />I..L <br />�Uw <br />z <br />1� <br />5.2Zof <br />� <br />101-Zzw <br />Ov <br />N <br />W <br />g w <br />Q r� <br />LQz <br />• <br />Z <br />~ O <br />U <br />Z <br />Ovg <br />� <br />W <br />� <br />l< <br />Z <br />z <br />w <br />J <br />'t <br />w <br />'r-1 <br />o <br />T— <br />LAST PLOT DATE <br />May. 24, 17 <br />Z� <br />0 <br />DETAILS <br />