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f <br /> 1 <br /> 2" CONCRETE SLAB ON 26 Ca <br /> GAGE METAL FORM DECK, <br /> REINFORCED WITH 6x6 <br /> W2.1xW2.1 WWF ON s <br /> 14K6 JOISTS @ 2'-0" O.C. <br /> N <br /> x'a'k;'0 li Elh'7i1�. a ESC. . t1L. <br /> GG511e J <br /> ar FYI9T�}�a �f�15Tg <br /> r 01 `i <br /> F Ku.'r.`.J IQ.7, v' t <br /> sl✓ K ,❑v&,❑V�]W1 -- - <br /> A7Vr ❑F- fail ACV- �<�i wk tiJ 10,?_ <br /> n�r1R. yt1A�• �� L,a C'� CAT Lnn <br /> .3 Ta.5.+1k'-7 " Kk5Tl�7q �.J kL,� <br /> �YEfZIF�']_ <br /> 2" CONCRETE SLAB ON 26 <br /> GAGE METAL METAL FORM DECK, 2" CONCRETE SLAB ON 26 A`, <br /> iGAGE•REINFORCED WITH 6x6 METAL FORM DECK, <br /> W2.1xW2.1 WWF ON REINFORCED WITH 6x6 <br /> 12K3 JOISTS @ 2'-0" O.C. W2.1xW2.1 WWF ON <br /> .� 12K3 JOISTS @ 2'-0" O.C. <br /> FK�`�Tf�G Sfri1.5 <br /> i fh t 12_Qu <br /> d <br /> V <br /> S <br /> 3 <br /> s D <br /> -Z — <br /> S JJ <br /> REPLACEMENT <br /> I SECQND FLOOR FRAMING FOR 100 PSF <br /> NOTE: Dimensions,sixes.and conditions shown for _ <br /> esislirig struAures shown on these drawings are based rj- y;; L4 <br /> on various original plans supplied by the owner. FIGURE 4 <br /> Actual existing conditions may vary from those shown. <br />