Laserfiche WebLink
STAIR SECTION <br />1 /219 = 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 />RISERS CUT FROM <br />1 x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />10" <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4„ = 1'-01 <br />1 <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 />112" 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) MSTAM36 STRAP EACH <br />STUD (1 STRAP EACH SIDE) <br />CENTERED 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 />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 />SEE PLAN <br />MAR 2 5 2023 <br />VRW <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FEIC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />LO <br />CD <br />n <br />a <br />00 <br />L0 <br />G' <br />i b <br />% <br />�� �` <br />...%�•� �a'8•p <br />O <br />LU <br />N <br />LJQ.. <br />z <br />Q <br />^N <br />W V / <br />'0 <br />W <br />L q i U <br />M co <br />c'7 <br />4- <br />} �aly,� *6 Cl) <br />�rnrn <br />E '= r o <br />W o <br />` <br />VJ <br />RD � <br />0 N Q <br />t U�� <br />•^v`% <br />w QN c <br />W <br />L s=Cl) .q <br />E C—) <br />W <br />0' <br />A FL w uj w LL) <br />w 0 <br />Z. <br />w I— Q <br />oO¢a¢Y0=—�OU00 <br />w <br />z� <br />V0 <br />F- <br />=Xz <br />OAOZ0�005z <br />�� <br />0z F_Q <br />Q-Q <br />W� <br />ww <br />Zapnww) <br />�zW( <br />ZLLJ <wow <br />Y�OQ~wWUQ <br />l-OaQ p <br />tW]Qz <br />LL Qw <br />O <br />Z <br />W <br />O �- <br />U ti <br />0 (D 0 <br />CD � ti <br />z <br />W < Lq <br />F— IY IZ M_ <br />IL 2 <br />- <br />Z U <br />W <br />W <br />J0 <br />O <br />.J <br />N <br />N <br />O <br />N <br />ti <br />N <br />i <br />0 <br />0 <br />00 <br />�- <br />(D <br />M <br />0 <br />0 <br />0 <br />O <br />O <br />N <br />O <br />CV <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />c6 <br />O <br />In <br />r' <br />W <br />O <br />A <br />c� <br />" <br />N <br />O <br />M <br />O <br />c <br />d <br />o <br />0 <br />O <br />o <br />O <br />r- <br />O <br />"'-' <br />o <br />6 <br />0 <br />NLo <br />U) <br />; <br />0 <br />0 <br />0 <br />'�t <br />0 <br />0 <br />0 <br />' n <br />� <br />N <br />N <br />M <br />� <br />Cfl <br />I- <br />Cr <br />CO <br />Z z <br />O <br />owv) <br />O <br />UoW� <br />�0�a <br />un, <br />Z <br />UJ <br />r� <br />Q <br />=m0Z <br />N <br />(Dz3: <br />�.�ZW <br />>-W� <br />M <br />�ZZLL <br />(.0 <br />w N <br />0<2Z <br />o <br />Q <br />U�zz <br />Nz <br />Z <br />�QO <br />U <br />U <br />a <br />Oo <br />W <br />� <br />z <br />Q <br />z <br />z <br />w <br />N <br />W V <br />O <br />LAST PLOT DATE <br />0 <br />Dec. 14, 22 <br />z O <br />J <br />DETAILS <br />