Laserfiche WebLink
STAIR SECTION <br />1 /2" = 1'-0" <br />1" NOSING SEE SHEET ST <br />10" FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />CD <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />1 /4„ = 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 />AA3 <br />3 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />( <br />MSTAM36 STRAP EACH <br />CENT�ST AEACH CH SIDE) <br />I�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 />SEE PLAN <br />W <br />F_ <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 />JUN 2' 7 M3 <br />V- /\,--\ <br />Virtual Review Assist. Inc. <br />Plans Review completed and approved <br />for compliance with the 2020'FDC 7th Mon <br />by Debra Anne Klahr PX2300 <br />M <br />N <br />O <br />,, ay • <br />aa�� gg-- <br />O F <br />40 <br />N <br />00 <br />6 <br />, •. <br />Bit <br />f? ,.r % p1 � 1 e{ <br />S 4 V \ Y <br />CD <br />00 <br />r <br />° <br />1 .q4� e <br />pq <br />gg <br />AUj <br />{gS <br />Q <br />J <br />�W/�/ <br />Z <br />Q, <br />N L N E <br />' 0 <br />W <br />L -= 0 <br />0 cl) <br />(n <br />L� <br />i� co u <br />w. ` L cc,) <br />O 2 O <br />rn�'}� <br />V! <br />♦.n _ O O <br />/� U LL N Q <br />LU <br />L <br />W <br />O00 <br />E= 2 L5 <br />000 <br />Ly LLI Wf <br />LL V <br />LLI C6 W 0 H <br />WH~ Of WIYzOf Z <br />Q� JCn��QfliLLQ❑OJO <br />W <br />Q <br />Q I- 1= <br />D� ZLLLL_Z� J <br />o W9oZo0foomZZ <br />LU LU <br />HQ <br />(� <br />O Z <br />��a>zYo_Z_ZL`p<00 <br />¢~WOVE MW 62UCQ <br />a <br />- Q Q <br />O Q O Q LL <br />LL <br />0 <br />0 <br />Z 04 <br />O� <br />S2::)ti <br />0 <br />CM <br />< U) L <br />2(0�� <br />I—z < W < Lq <br />0�0-M_ <br />00 <br />ZV< <br />Z <br />W <br />W 0 <br />J <br />0 <br />N <br />O <br />M <br />0 <br />c'� <br />N <br />N <br />Q <br />N <br />r` <br />N <br />4 <br />r <br />4" <br />O <br />N <br />(D <br />N <br />CD <br />0 <br />0 <br />ci <br />CO <br />rn <br />co0 <br />V­ <br />W <br />V­ <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />C) <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />(V <br />0 <br />N <br />N <br />O <br />, <br />O <br />"- <br />N <br />M <br />LO <br />O <br />c <br />d <br />0 <br />C) <br />6 <br />0 <br />C <br />c- <br />CD- <br />r- <br />0 <br />cfl <br />C) <br />N <br />L <br />0 <br />; <br />C) <br />00 <br />0 <br />'ij <br />0 <br />0 <br />6 <br />0 <br />,:I <br />cNij <br />M <br />Ln <br />r' <br />' <br />Cr <br />CO <br />Z <br />z O <br />O4-a <br />w <br />owv) <br />LLI <br />0 <br />Uoiro <br />1=o�a <br />a <br />Lr) <br />—0 <br />Cn <br />z <br />W Q <br />r. <br />Q <br />=ca0Z <br />M <br />H z <br />z > <br />N <br />_V <br />J <br />00 <br />iy <br />>'<z0 <br />>- 0� 2 <br />(n <br />�ZzLL <br />LO <br />W N <br />O_j <br />2 z <br />�— <br />p <br />< <br />U0-zU) <br />Z <br />0 <br />. <br />e <br />Z0 <br />U <br />v <br />g <br />0 <br />D-1 <br />z <br />A3 <br />z <br />z <br />W <br />M <br />N <br />W <br />O <br />>N <br />LAST PLOT DATE <br />. . <br />May. 8, 23 <br />z <br />0 <br />J <br />DETAILS <br />