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LOFT 42" H. SLOPED <br />� Y <br />LOW WALL <br />ENGINEER <br />TRUSSES <br />1/2" DRYWALLS <br />PWDR <br />BATH <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 />- - - - - ----- <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER 2 <br />STAIRS SURFACE AND ANY — — — _ A3 <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH I I <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />(3) 2X12 STRINGER <br />I <br />I <br />I <br />1 <br />LANDING <br />a d b - - ^� do <br />$ a a 4 <br />STAIR SECTION <br />1 /211 = 11-011 <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR-R311.7.2 <br />EJ 10" r1" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />—2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /411 = 11-011 <br />/ <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 />3 <br />A3 <br />2X8 SYP STUDS SET TIGF;T TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 10d <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 <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 />WALL SPLICE DETAIL <br />N.T.S. <br />APR Q 8 2023 <br />/ <br />Virtual Review Assist, Inc. <br />plans Review Completed and approved <br />tee c"41"arsce WO the 2020 FBC 7th Edition <br />by, Debra Arine ialahr PX23 0 <br />M <br />N <br />O <br />N <br />r =f . -o <br />M <br />N <br />* 0 t: <br />- rLO <br />co <br />`w <br />e <br />s keel <br />O <br />00 <br />to <br />9 <br />a s <br />Uj <br />c <br />q'ta <br />t i®�pi` <br />G <br />® h <br />❑ <br />� x <br />"�uµ ..• <br />4 <br />W <br />N�/ <br />LL <br />❑ <br />z <br />a <br />V) W L0 N <br />W L SON U <br />\ � M00 <br /><n M <br />} M <br />W E ` L <br />Oo U o <br />s U � � } <br />V W a N <br />L o <br />iD `a <br />ram• � <br />Ly <br />❑W <br />1j <br />Uj < WwjOYzE❑-- <br />w�z <br />0aga2Ou.UO�JO <br />Q U?X <br />]�ZmO <br />0q�.OZOR00mz=. <br />LLJ <br />U <br />tozLL-gWU¢< <br />zYOZZ"�aO�o �aLLJ -p <br />aO> <br />o oFQga <br />LL <br />N <br />�f <br />O <br />O <br />N <br />Z W <br />,0 <br />0 <br />a (nM_I L n <br />LL <br />UO <br />Ln <br />Z U <br />O <br />W <br />W <br />Jo <br />J <br />N <br />N <br />01 <br />N <br />N <br />N <br />OCN <br />O <br />Mi <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />� <br />O <br />O <br />ao <br />(0� <br />r <br />� <br />c- <br />O <br />N <br />O <br />CV; <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />c� <br />O <br />N <br />® <br />O <br />N <br />O <br />O, <br />O <br />T <br />O <br />T <br />O <br />O <br />N <br />M <br />O <br />�t <br />O <br />T''" <br />C <br />O <br />O <br />CA <br />CDr <br />O <br />O <br />CV <br />0 <br />O <br />O <br />NCD <br />Ck <br />O <br />O <br />O <br />O <br />O <br />Lo <br />M (�s <br />? o <br />owv) <br />) <br />m <br />�o <br />.0 <br />O(L=Q <br />Z. <br />z <br />m <br />~mOz <br />(�O <br />wz <br />T� <br />Zit <br />LU <br />OaF- <br />mz <br />©0 <br />U <br />U) <br />z T-4 <br />�QO <br />z <br />U <br />O <br />O"a <br />F. 00 <br />z <br />a <br />z <br />z <br />W <br />J <br />W <br />M <br />O <br />LAST PLOT DATE <br />> <br />Mar. 23, 23 <br />z O <br />DETAILS <br />J <br />