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20 <br /> • <br /> n 141—H <br /> 1 1 <br /> L <br /> 41111.111111111"—: \ / <br /> 2" CONCRETE SLAB ON 26 Q <br /> GAGE METAL FORM DECK, °` <br /> t...i <br /> REINFORCED WITH 6x6 h <br /> W2.1xW2.1 WWF ON s <br /> 14K6 JOISTS @2'-0" O.C. - <br /> , <br /> OD <br /> ----_---1 r-1 1 �1 wl -x�� 1i x! r�P` _ r 45.r I. ?'Fr:'r - <br /> -r- < —- — — - -- — 1 <br /> , -Ti__I ___ <br /> .7,4-- .) k _ — <br /> IAUAT� NE.r1 1 c'v .1f •1. •lrrmc. ■ 1 <br /> Th a%;XT•%!x*w'0 I -° _I _ Ex. RAN.c�lc.hut` <br /> !v"o,a. la THE i7A°i� _'`° `4 Fa!I T[1Y� slPfhTS <br /> F%u.,T.`.J IQ.Z /o Fes.._-. _. ' 1 rg► <br /> lull O.U.THAT tltlhT '. <br /> 5F. KFa;avfiv ON T+ --1— --- le <br /> h1G or ribl E.+-.�.v � 'i IuG tiJ IO.Z .7.4.j1.5. ' <br /> n T r K. ',HAM Q (c1I C.G. 3 (AT torn - 7`-- <br /> " EAtiKri,-141 61/11.5) <br /> 11. <br /> 2 U.5.*11'7Pi° E><15FIfd4 S�1G.2 <br /> .--.. -G Ls/ - / 7' 311 41--A-11--=f !a Ioio.r' 1 <br /> (VERIFY) <br /> S iliii <br /> 2 <br /> Ai <br /> " CONCRETE SLAB ON 26 rt cos.+2°' CONCRETE SLAB ON.1. 6 <br /> GAGE METAL FORM DECK, s •• <br /> z >n, —� GAGE METAL FORM DECK, <br /> REINFORCED WITH 6x6 1- _:7- <br /> ;REINFORCED WITH 6x6 <br /> W2.1xW2.1 WWF ON s �'�• <br /> 12K3 JOISTS @ 2'-0" O.C. ki eb� W2.1xW2.1 WWF ON <br /> 12K3 JOISTS @ 2'-0" O.C. <br /> F)4m1.11, giv11.5 <br /> 19-G," a'-iv" I -(d__ <br /> —C RiFY} / lVERIFv I -- (yE lf"1) <br /> r �r„]. r�oN, t121_pu I <br /> 4 <br /> I <br /> 5 3 <br /> T .D <br /> F f <br /> 7 <br /> 7t G <br /> 1 <br /> - ,I I 11 ---r l ' <br /> L -- — <br /> REPLACEMENT <br /> FRAMING FOR 100 PSF <br /> NOTE: Dimensions,sizes.and conditions shown for <br /> xi <br /> C--, I `SECOND FLOOR <br /> eslidg structures shown on these drawings are based 4• ALE.: 1,4'•_ il- <br /> on various original plans supplied by the owner. <br /> FIGURE 4 <br /> Actual existing conditions may vary from those shown- <br />