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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 />LOFT <br />SEE NOTES SHEET A4 FOR <br />WOOD STAIR CONNECTION <br />AT LANDING <br />SEE SHEET ST <br />ENGINEER <br />FOR STAIR DETAILS V TRUSSES <br />- -- <br />- - - - - - - - - - - - - z - - - - - - - - <br />1" <br />NOSING 10" <br />ifl <br />rn <br />FOYER <br />co <br />c) <br />ZD <br />1/2" DRYWALL <br />UNDER STAIRS <br />PWDR <br />BATH 00 <br />co <br />LANDING <br />(3) PT 2X12 STRINGERS <br />II <br />STAIR SECTION <br />1 /2„ = 1 '-0" <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS 10" <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.210 <br />rn <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'-01' <br />-. -- -. 1 111 1 , A I. IU 1...- j ;' III L. 11 1. i Al. <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 />>' <br />STUD ((1) STRAP EACH SIDE) <br />EXT. FACE OF CMU BELOW <br />CENTERED 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 />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 />T/WALL TYP. U.N.O. <br />SEE PLAN <br />` <br />T/WALL <br />8" KNOCKOUT COURSE <br />_ <br />W/ (1) #5 CONT. <br />(>: <br />w <br />SEE FOUNDATION PLAN <br />z <br />X <br />FOR FILLED CELL <br />v <br />"'` <br />w <br />SPACING. <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 />L <br />w <br />U <br />w <br />w <br />= <br />o <br />cq <br />waa <br />5; 2 <br />Z p <br />coo <br />m <br />W <br />N W o� ,,:,' ,. <br />Lo <br />_Z ILL <br />aWva <br />m <br />_ <br />' <br />�F <br />-- <br />M <br />a '$ d <br />ado <br />6( <br />3: <br />o O <br />f- f- w <br />l� <br />; i} ...•}«1 <br />iy)' <br />LL <br />HOW W <br />W LL = <br />0 <br />bJ r <br />„h <br />W p H <br />U Z Lo <br />W(HO <br />W'-2 <br />pp <br />s �'` <br />w <br />J <br />f., <br />a <br />n i > ot, o <br />VJ = `O cn U <br />MN d <br />EOM �� <br />Nu <br />0 <br />O 2 o <br />_O <br />} O u <br />Q <br />m <br />S? � <br />wCN <br />nN, <br />W L o EC6 9) <br />N <br />W <br />W (� W <br />LLI LU vi W 0 <br />W~ Q J of Y Z Z <br />x00m <o �Q�UO�JO <br />Q Q U <br />3�oJZ�u 0z2°�zQQ <br />Cy 0 <br />aW�WOZOWO5fx <br />-j(.9a,— YOZ_zLLoW <br />Z= <br />Oa. <br />y0 <br />(i O z <br />- Q Q 0 W Q- w <br />QI- �HU �w❑�U <br />a. <br />Z c a <br />Q <br />W <br />00 I D 0 <br />LL Q 0 <br />Q Z Q <br />Q LL <br />O <br />O <br />N <br />Z <br />O F-- <br />>U)ao <br />0 F- M O <br />Q � M <br />� J <br />LL N <br />QWQL? <br />co <br />Q�Q00 <br />z 1-- <br />z <br />W <br />J O <br />O <br />co <br />0 <br />N <br />6 <br />04 <br />4 <br />O <br />c <br />O <br />o <br />O <br />Z Z <br />ZO <br />� <br />W <br />oWn <br />��> <br />Q <br />L <br />\ <br />~ <br />/ <br />W W 2 <br />Iw—I <br />Z <br />w <br />rr_ <br />v! <br />L <br />w D < <br />=I- <br />T-z <br />< <br />�z <br />tz �w <br />( <br />V <br />2 <br />}'2 <br />z� <br />^ <br />Z z LL <br />N <br />w 0 <br />O <br />it w <br />O <br />Q M <br />V�zZ <br />z N <br />m < 0 <br />z <br />U <br />v <br />g <br />_O <br />m <br />A3 <br />a <br />z <br />Z <br />w <br />J <br />IT <br />(y) <br />O <br />IN <br />— <br />LAST PLOT DATE <br />Jun. 28, 17 <br />0 <br />J <br />� <br />DETAILS <br />