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STAIR SECTION <br />1 /2" = 1'-0" <br />SEE SHEET ST 1" NOSING <br />FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE _ <br />W/ FBCR R311.7.2 <br />ti <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL ---- <br />10" <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /411 = 1'-0" <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 />(S) STRAP EACH <br />STUD TA 36 STRAP EACH SIDE) <br />CENT �R�D W/ (13) 10d NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU - <br />STRAPS TO BE ATTACHED <br />DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <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 />3 WALL SPLICE DETAIL <br />-,- ] N.T.S. <br />SEE PLAN <br />APR 0 8 2023 <br />Virtual Review Assist, Inc <br />Plans Review completed and approved <br />Poi cimpliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />O <br />N <br />,','S <br />° <br />00 <br />2iF <br />o <br />LO <br />a <br />z <br />W <br />A4 ' ` . <br />j <br />O <br />w <br />Z <br />Q <br />HIV) <br />N LO z, E <br />L Lam-. ' S u <br />_W <br />Maq <br />D u <br />N <br />d SO <br />-0 <br />V -0,— 0 <br />co <br />5a� <br />C <br />TSB <br />} : Op <br />Q M: O 0 Q <br />.t <br />N <br />� <br />WV <br />O <br />U C) <br />- a '0 <br />LLIW'0~ <br />w <br />LLI Vj W O F- <br />WSJ �IYZm Z <br />Q H H <br />OZO200moz <br />< <br />�yO O <br />Q Zo <br />dtq)w <br />LLJ F- W, �o1J <br />J LU aaO Z W Y W 0 ZZZ O W U <br />W U p d, <br />LL <br />< 9_ <br />OOW off? QYZOQ <br />� <br />U Q <br />LL <br />O F- <br />LL <br />CNI <br />Z <br />O <br />_F- <br />=/ 5 r, <br />O <br />z <br />0 F- M <br />Q f^ M r— <br />LL '-T <br />z <br />< W < U? <br />F- W a. M <br />00 <br />U <br />Z F- <br />Z <br />W <br />J <br />WCID <br />� <br />N <br />(N <br />N <br />N <br />N <br />N <br />ti <br />N <br />� <br />4 <br />� <br />� <br />0 <br />N <br />o <br />N <br />O <br />O <br />o <br />0 <br />000� <br />coM <br />(O <br />o0 <br />o <br />00 <br />N <br />N <br />V <br />N <br />N <br />O <br />N <br />6 <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />M <br />O <br />N <br />' <br />O <br />N <br />O <br />N <br />oS <br />O <br />Ln <br />o0 <br />O, <br />N <br />M <br />O <br />0 <br />6 <br />0 <br />CO <br />L <br />NLn <br />u , <br />; <br />O <br />r- <br />C <br />"I <br />0 <br />Mi <br />0 <br />mot' <br />0 <br />U') <br />CD <br />1 (61 <br />r.: <br />CrCO <br />z <br />Z O <br />O <br />_ <br />�wU) <br />O <br />vo�� <br />F— <br />Q <br />0 0_ <br />LO <br />0wHQ <br />t� <br />ZW <br />�mOZ <br />oF-W <br />(D <br />Z -J <br />M z x <br />Z Z LL <br />(� <br />W <br />O_j2z <br />O <br />Q <br />ULOZZ <br />Z <br />Z <br />Fa0 <br />U <br />'a <br />OC� <br />o <br />M� <br />W <br />� <br />W <br />Z <br />w <br />J <br />W <br />/y1 <br />M <br />O <br />>�,/��♦ <br />LAST PLOT DATE <br />Mar. 9, 23 <br />Z� <br />0 <br />J <br />DETAILS <br />