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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 />HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED <br />STRUCTURAL LIVE LOAD @STAIRS.LOW WALL Az z <br />=40PSF. <br />z <br />- - - - - - - Z - - - - - <br />SEE SHEET ST z / <br />FOR STAIR DETAILS z <br />LANDING <br />(3) 2X12 STRINGERS <br />a,x aae <br />. a e <br />STAIR SECTION <br />1 /2" = 1 '-0" <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />1" <br />NOS <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />ti <br />STAIR DETAIL <br />1 /411 = 1'-0„ <br />SEE SHEET ST <br />—(3) "LX12 5 1 KINULK <br />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 <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.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 />_ T/VVALL <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 />WALL SPLICE DETAIL <br />N.T.S. <br />OCT 2 8 2P72 <br />\/V\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and appi <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />O <br />N <br />"4 <br />00 <br />_ <br />aAAAQ <br />z <br />g <br />Q <br />.y <br />W <br />z <br />Q <br />tno, <br />O L E <br />> 0 o <br />W <br />L <br />() N <br />N <br />7 <br />V -0-0- w a <br />C <br />/• .E s <br />Nj j0 20aM <br />�.� <br />0 <br />O U LLo ° Q <br />a� Q <br />.N <br />O� � <br />q <br />q N <br />V w <br />W <br />70 <br />C� <br />L cO C co <br />( Oo a) <br />W W <br />n/ C� W <br />O F W 0 H <br />WFW-Q 0�-j WQ zW Z <br />O QDQ�<LLOe 0 O <br /><0T<J <br />L.L Q <br />Q I--. <br />? x J Z LL W LL Q Z Q 0 Q <br />OcnE§OZ0W00mZz U <br />0OQ <br />O Z <br />�Oa>zy0zWz2W001 <br />-�<OLLJ z��c�oa <br />w LL <br />n5 <br />0 W � F- F- � W 0 Q Q <br />D <br />0� OQ <br />LQ O <LL <br />b <br />O <br />O <br />(V <br />z 1U <br />> U.)�o <br />0 �M C:) <br />z <br />Q (j) M L0 <br />V) LL <br />d - LU <br />ro <br />a>-a00 <br />zU� <br />w <br />W <br />J� <br />J <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />0 <br />co <br />O <br />CO <br />o0 <br />00 <br />O <br />O <br />NO <br />O <br />NO <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />d) <br />00 <br />Oi <br />N <br />M <br />di <br />0 <br />T' <br />0 <br />i <br />O <br />'o <br />O <br />o <br />O <br />O <br />N <br />o <br />O <br />0 <br />O <br />Cn <br />NU-) <br />L <br />O <br />N <br />O <br />M <br />O <br />CD <br />V7 <br />CD <br />O <br />CD <br />L <br />M <br />(� <br />Z Z <br />o <br />owi-n <br />O <br />� - <br />W0E-> <br />c,o�0 <br />O <br />Q <br />�Q <br />OWW2 <br />Z <br />ZW�F- <br />�co02 <br />= <br />'=n0Z <br />V <br />J <br />z � <br />W <br />of <br />T—I <br />0_Zz <br />W <br />Da2Z <br />MN <br />w <br />U) Z (1)0 <br />z � <br />EE FQO <br />ry <br />� <br />Z <br />U <br />v <br />g <br />0 <br />0 <br />Z <br />A3 <br />Q <br />z <br />z <br />w <br />J <br />W <br />N <br />O <br />r <br />LAST PLOT DATE <br />Jul. 15, 22 <br />zI.-& <br />J <br />DETAILS <br />i <br />