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LOFT <br />ENGINEER <br />TRUSSES <br />1/2" <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 /211 = 1 1-011 <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,, 1" NOSING <br />0) RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />7�Lv'/1--2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /411 = 1 1-011 <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 3111.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />\ EDGE OF TREAD. <br />\ \ 42" H. SLOPED HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />\ LOW WALL <br />\ STRUCTURAL LIVE LOAD @STAIRS <br />\=40PSF. <br />- - - - - - - - <br />\ SEE SHEET ST <br />\ \ FOR STAIR DETAILS <br />LL \ \ <br />PWDR \ \ \ <br />BATH \ <br />\ I <br />2 <br />--- A3 <br />I � I <br />LANDING <br />(3) 2X12 STRINGE <br />44 ° <�I <br />d - ° - a <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 />°r`�1' <br />A3 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH)) STUD ((CENTER1)ESTRAP )EACH <br />SIDEAND 8) 1/44' X/2-1/410d <br />NAIL <br />TITENS INT� 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 jdk <br />T/WALL <br />w <br />H <br />0 <br />z <br />Lu <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 />(D <br />_a <br />Lo <br />W <br />} Q 4(1 0},'y <br />` <br />UJ <br />c¢Z <br />L <br />Lu <br />Q <br />E <br />(Il > o M o <br />V/ <br />C1 M N <br />-0N -0-E <br />Oc: 2 o <br />OLLoN�Q �s6 <br />}v <br />.rnVNJ <br />w0-:; N <br />N C <br />n1 <br />W Q <br />O� u <br />-o <br />a <br />LLI Wwl- <br />�y /VwO-O <br />Lj w O I— <br />g <br />Q w �LL ~�zw <br />LL Oc�wNU <br />QVQJ <br />IL Q~ ~ <br />QZ <br />o�JO <br />D0 ZL <br />ao�omoza <br />- <br />z:)o <br />�ZU)wLJLZw <br />W <br />O<-<zO���-WQ~ <br />F_Y Z gQQ <br />° o�QLL <br />°a o <br />g <br />a <br />O <br />O <br />N <br />OW <br />H <br />> U) c:) O <br />O <br />a <br />J <br />�LLL� <br />< Lu Ln <br />oC a 6 ryi <br />>- <br />Q u Q 00 <br />z I— <br />w <br />Lu <br />�� <br />J <br />It <br />to <br />� <br />— <br />- <br />� <br />N <br />N <br />N <br />NO <br />N <br />O <br />N <br />CD <br />N <br />N <br />CDNO <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />� <br />O <br />,cl� <br />ob <br />cv <br />A <br />, <br />N <br />,� <br />O <br />� <br />O <br />O <br />o <br />O <br />o <br />O <br />O <br />N <br />o <br />CD <br />1 <br />;n <br />r <br />O <br />N <br />O <br />M <br />O <br />O <br />O <br />C4 <br />O <br />f� <br />1 <br />Z Z <br />-z O <br />N <br />Uo <br />Wwin <br />o <br />WCL <br />�_ <br />Z <br />0It=a <br />Z <br />LU <br />_ <br />~m0Z <br />H = z <br />f=I� <br />v <br />Z 3 <br />M Z w <br />r-I <br />z z <br />W <br />0 <br />z <br />U`nZz <br />LLI <br />Q <br />Z <br />Q O <br />a <br />�c <br />Z <br />g <br />v <br />a <br />m <br />Q <br />z <br />A3 <br />Z <br />z <br />w <br />ujqql- <br />0 <br />LAST PLOT DATE <br />Apr. 16, 21 <br />Z <br />0 <br />DETAILS <br />J <br />l.Ilii li—fTil�l, P,.Ik'�Vli�i.�V�II; .IIU;IkI;NINiI'olllllllu 11 AIII,,;IIiNfIhI,III:,dtLhlih.lJi:Lll <br />