Laserfiche WebLink
A3 <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 />i <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED <br />LOW WALL / <br />STRUCTURAL LIVE LOAD @STAIRS / <br />=40PSF. / <br />N / <br />/ <br />—�- - - - - - - - / - - - - - <br />SEE SHEET ST <br />FOR STAIR DETAILS / <br />—I- - - - - - - - - - - - - - <br />/ <br />/ <br />/ <br />� 2 <br />� A3 --- <br />LANDING <br />e a e <br />STAIR SECTION <br />1 /211 = 1'-0" <br />(3) 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" NOSIN 10" <br />RISERS CUT FROM <br />1x MATERIAL <br />is <br />TREADS CUT FROM a, <br />2x MATERIAL r� <br />STAIR DETAIL <br />1 /411 = 1'-0" <br />(3) 2x12 STRINGER <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 <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.G. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD�(1STRAP H <br />EACH <br />SIDE) DCENT �� <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 d \ <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 />N <br />O <br />N <br />ti <br />N <br />�q <br />co <br />W <br />O <br />w <br />Q <br />^N, >Od o <br />W L '= 'O c? <br />Cv) N4- <br />tn 7 <br />N V -0-0- v a <br />��- M <br />C 2— <br />C t O <br />�MIEN :)O 28 <br />uag °'# <br />•N w sz: <br />N C <br />^` <br />W L O E�? m <br />70 <br />W <br />(' w <br />❑Lj ui WpF- <br />W- Q~¢ w W - Z w Z <br />¢❑X-j(n0O�w(nu-c�0LL-10 <br />OZOWO�mZ=) <br />0 0 <br />�WZ <br />0a>zw0E-ZLL ¢p � <br />-'¢a0ZQ�ZZ 0WL) a <br />co 0u- Z <br />O 5 <br />Boa Qf-LL o—Qwo�c�❑¢ <br />�Q9¢ <br />LL <br />a <br />p <br />O <br />N <br />OW <br />= O <br />z <br />> <br />1-4 kD O <br />`M O <br />(Al Lf) <br />d J <br />U') LL <br />aLq <br />Iaace � <br />z <br />Z <br />w <br />Jo <br />J <br />� <br />N <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />A <br />A <br />O <br />O <br />00 <br />N <br />A <br />N <br />O <br />O <br />O <br />N <br />4 <br />o <br />�� <br />O <br />O <br />d) <br />O <br />O <br />O <br />N <br />O <br />O <br />0 <br />.- <br />o <br />N <br />O <br />c M <br />o <br />'r <br />O <br />to <br />o <br />CO <br />O <br />r` <br />1I..L.Z <br />..�. <br />Z <br />Z O <br />owcl) <br />W0 <br />Q <br />20�< <br />0wwm <br />Lo <br />Z <br />ZW~~ <br />g <br />M02 <br />�-= <br />= <br />('z�w <br />Q <br />ICL <br />Muj <br />,-� <br />Z Z <br />Z <br />=Qp <br />�c <br />g <br />0V <br />0 <br />a <br />z <br />A3 <br />z <br />J <br />N <br />Lu <br />N <br />LAST PLOT DATE <br />o <br />Apr. 27, 21 <br />Z <br />0 <br />DETAILS <br />J <br />