Surgical Clinic DWG Block for AutoCAD

3 stories clinic with area 420 square meters containing transaction halls ; several patients rooms and laboratories.

Drawing labels, details, and other text information extracted from the CAD file:

w.c, manager, office, doc. room, bandage room, lobby, bent house, roof, n.s, çáãîêèñ, machines room, basement, laboratory, clean store, dirty store, cauterization, x ray, cafetria, kitchen, washing and preparing, food store, clothes changing, wash, control, dark room, delivery, recieving, classification and seperation, pasteurization, washing, separation, preparation, carriage, section a-a, section b-b, section c-c, patient room, transaction hall, nurses, staff change room, awakening, carbage, pasteurized bed change, waiting, dirty corridor, anesthetization, doctors restroom, front elevation, beam name, shear rinf., top rinf., bott. rinf., drawing, beams reinforcement schedual, diment., torsion rinf., stairs plan, section a-a in stairs, èäýó çáêóáíí, h.b, hiden beam, bearing wall, column connection, sec b-b, ãáçíùé íìè êäýíð çáìïñçä þèá çáèïá èêäýíð çáïñì, typical section bearing wall, f.f.l, n.g.l., ãáçíùé íìè êäýíð çáìïñçä þèá çáèïá èêäýíð çáìóæñ, sec c-c, symbol, discribtion, slab reinforcement scedual, raft foundation, basement wall, n.g.l, concrete block, section a-a, section b-b, column name, column dimension mm, longdiotinal rinf., tide rinf., column reinforcement schedual, water stop, ãîòä çáçøúãå, steel meshed cover, sec. in ramp, pump, plan water pipe, ground floor, sec a-a, detail-a, both direction, wall from concret block, section in manhole, çáãæáï, ground floor, first floor

Raw text data extracted from CAD file:

H 18 3,37 4,27 3,47 3,39 3,46 2,88 5,66 29,5 1,96 5,56 2,96 5,56 1,84 2,88 3,06 3,78 3,06 3,24 3,96 0,45 1,33 1,51 1,51 1,33 1,33 1,33 1,51 1,51 1,74 1,44 1,74 1.44 1,33 1,51 1,51 1,33 1,33 1,33 1,51 1,51 1,5 1,5 1,5 1,5 4,18 1,6 4,19 4,18 10,29 2,56 2,56 2,97 2,88 3.97 2.88 1,4 1 1 1 1 1,4 1,4 1,4 0.85 2.8 0.85 2.8 0,82 0.85 0,82 0.85 1,51 1,33 1,33 1,51 2,97 2,88 3.97 2.88 1,4 1 1 1 1,4 1,4 1,4 0.85 0.85 2.8 1 2.8 5,62 5,62 5,62 5,62 5,62 5,62 5,62 5,62 2,93 2,93 2,93 2,93 7,32 2,96 7,32 7,52 2,96 7,52 6,16 6,21 4,3 4,34 4,54 4,3 6,21 6,36 2,77 7,18 7,18 2,94 2,56 5,97 7,18 2,11 3,4 3,41 2,4 3,91 3,41 2,24 4,7 2,36 2,32 8,42 13,22 4,12 3,63 3,33 2,66 18 7,32 2,96 7,32 7,52 2,96 7,52 6,16 6,36 6,21 4,3 4,34 4,54 4,3 6,21 3,78 3,06 2,88 1,2 0,85 1,45 0,85 1,45 2,88 3,46 3,46 3,33 8,44 18 29,5 1,66 5,95 2,76 2,83 2,76 4,62 2,56 4,18 4,73 3,39 3,37 3,47 5,95 6,41 5,74 1,5 5,17 4,7 2,58 4,24 4,24 5,59 2,88 3,06 3,78 0,85 1,45 0,85 1,45 3,96 3,24 1,26 9,26 18 3,26 \A1;1000 \A1;1000 \A1;1000 \A1;180 \A1;180 \A1;300 \A1;180 \A1;300 \A1;180 \A1;5832 \A1;7128 \A1;18x180 \A1;22x180 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;3060 \A1;3240 \A1;3960 \A1;800 \A1;800 \A1;800 \A1;600 \A1;180 \A1;45\fArial|b0|i0|c238|p34;0 \A1;100 \A1;250 \A1;1500 \A1;5000 \A1;800 \A1;250 \A1;468 \A1;240 \A1;1000 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;6\fArial|b0|i0|c178|p34;00 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;6\fArial|b0|i0|c178|p34;00 \A1;3060 \A1;0.25 \A1;0.3 \A1;180 \A1;4\fArial|b0|i0|c178|p34;00 \A1;25\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;25\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;2\fArial|b0|i0|c178|p34;00 \A1;2\fArial|b0|i0|c178|p34;00 \A1;530 \A1;17x180 \A1;5508 \A1;300 \A1;1000 \A1;1000 \A1;1000 \A1;600 \A1;180 \A1;45\fArial|b0|i0|c238|p34;0 \A1;100 \A1;250 \A1;1500 \A1;5000 \A1;800 \A1;250 \A1;1870 \A1;200 \A1;2000 \A1;18.00 \A1;45\fArial|b0|i0|c238|p34;0 \A1;1\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;00 \A1;100 \A1;250 \A1;300 \A1;400 \A1;400 \A1;4\fArial|b0|i0|c178|p34;00 \A1;400 \A1;4\fArial|b0|i0|c178|p34;00 \A1;400 \A1;4\fArial|b0|i0|c178|p34;00 \A1;400 \A1;1000 \A1;1000 \A1;45\fArial|b0|i0|c238|p34;0 \A1;1\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;00 \A1;100 \A1;250 \A1;250 \A1;250 \A1;800 \A1;300 \A1;45\fArial|b0|i0|c238|p34;0 \A1;100 \A1;250 \A1;53\fArial|b0|i0|c178|p34;0 \A1;1970 \A1;1970 \A1;2400 \A1;1000 \A1;1000 \A1;2400 \A1;1000 \A1;3\fArial|b0|i0|c178|p34;00 \A1;35\fArial|b0|i0|c178|p34;0 \A1;180 \A1;53\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;78\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;78\fArial|b0|i0|c178|p34;0 \A1;53\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;3\fArial|b0|i0|c178|p34;00 \A1;78\fArial|b0|i0|c178|p34;0 \A1;2\fArial|b0|i0|c178|p34;00 \A1;2\fArial|b0|i0|c178|p34;00 \A1;180 \A1;3\fArial|b0|i0|c178|p34;00 \A1;0.25 \A1;0.3 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;180 \A1;3\fArial|b0|i0|c178|p34;00 \A1;35\fArial|b0|i0|c178|p34;0 \A1;180 \A1;53\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;180 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;180 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;180 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;6\fArial|b0|i0|c178|p34;00 \A1;3\fArial|b0|i0|c178|p34;00 \A1;180 \A1;6\fArial|b0|i0|c178|p34;00 \A1;3060 \A1;400 \A1;18.00 \A1;530 \A1;17x180 \A1;3060 \A1;300 \A1;1000 \A1;1000 \A1;3060 \A1;3240 \A1;3960 \A1;800 \A1;800 \A1;800 \A1;1000 \A1;1000 \A1;1000 \A1;240 \A1;240 \A1;1000 \A1;18000 \A1;23160 \A1;430 \A1;4340 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;180 \A1;180 \A1;300 \A1;180 \A1;300 \A1;180 \A1;3240 \A1;3960 \A1;18x180 \A1;22x180 \A1;18.00 \A1;2\fArial|b0|i0|c178|p34;00 \A1;35\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;180 \A1;2\fArial|b0|i0|c178|p34;00 \A1;2\fArial|b0|i0|c178|p34;00 \A1;3\fArial|b0|i0|c178|p34;00 \A1;3\fArial|b0|i0|c178|p34;00 \A1;35\fArial|b0|i0|c178|p34;0 \A1;180 \A1;53\fArial|b0|i0|c178|p34;0 \A1;18.00 \A1;0.25 \A1;0.3 \A1;3\fArial|b0|i0|c178|p34;00 \A1;35\fArial|b0|i0|c178|p34;0 \A1;53\fArial|b0|i0|c178|p34;0 \A1;3\fArial|b0|i0|c178|p34;00 \A1;6\fArial|b0|i0|c178|p34;00 \A1;2\fArial|b0|i0|c178|p34;00 \A1;180 \A1;7.52 \A1;7.52 \A1;2.96 \A1;6.36 \A1;6.21 \A1;1.94 \A1;1.97 \A1;2.99 \A1;0.05 \A1;7.52 \A1;7.52 \A1;2.96 \A1;0.3 \A1;18.00 \A1;23.16 \A1;4.3 \A1;4.34 \A1;7.52 \A1;7.52 \A1;2.96 \A1;6.36 \A1;6.21 \A1;1.94 \A1;1.97 \A1;0.05 \A1;7.52 \A1;7.52 \A1;2.96 \A1;18.00 \A1;7520 \A1;7520 \A1;2960 \A1;6360 \A1;6210 \A1;1940 \A1;300 \A1;300 \A1;1970 \A1;3000 \A1;75 \A1;50 \A1;7520 \A1;7520 \A1;2960 \A1;3350 \A1;18.00 \A1;23.16 \A1;4.3 \A1;4.34 \A1;7.52 \A1;7.52 \A1;2.96 \A1;6.36 \A1;6.21 \A1;1.94 \A1;0.3 \A1;1.97 \A1;2.99 \A1;0.05 \A1;7.52 \A1;7.52 \A1;2.96 \A1;18.00 \A1;23.16 \A1;4.3 \A1;4.34 \A1;180 \A1;1200 \A1;300 \A1;100 \A1;150 \A1;480 \A1;360 \A1;160 \A1;3780 \A1;120 \A1;180 \A1;1200 \A1;1800 \A1;1600 \A1;780 \A1;300 \A1;5360 \A1;600 \A1;300 \A1;1250 \A1;2400 \A1;8600 \A1;3780 \A1;120 \A1;400 \A1;180 \A1;1000 \A1;300 \A1;100 \A1;0.15 \A1;480 \A1;360 \A1;160 \A1;180 \A1;0.25 \A1;0.25 \A1;3650 \A1;4700 \A1;3350 \A1;4.70 \A1;0.25 \A1;1600 \A1;1800 \A1;2000 \A1;300 \A1;300 \A1;450 \A1;200 \A1;600 \A1;200 \A1;300 \A1;450 \A1;300 \A1;350 \A1;220 \A1;350 \A1;290 \A1;150 \A1;150 \A1;600 \A1;1600 \A1;1800 \A1;2000 \A1;300 \A1;300 \A1;450 \A1;200 \A1;1800 \A1;1600 \A1;290 \A1;160 \A1;1.7707 \A1;200 \A1;2000 \A1;2600 \A1;600 \A1;600 \A1;1800 \A1;1600 \A1;600 \A1;600 \A1;2600 \A1;2100 w.c w.c manager office doc. room bandage room lobby 5 5 5 5 5 5 5 5 bent house roof 5 5 5 5 5 5 w.c w.c w.c w.c w.c w.c w.c n.s w.c w.c ÇáãÎÊÈÑ 5 5 5 5 5 5 machines room 5 basement laboratory clean store dirty store cauterization x ray cafetria kitchen washing and preparing food store clothes changing wash control dark room delivery recieving classification and seperation pasteurization washing separation preparation carriage A A B B Section A-A Section B-B A A B B C C C C C C Section C-C 5 5 5 5 5 5 5 w.c 5 5 5 5 1.44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.97 2.88 5 1 1 1 1 5 5 5 0.85 2.8 0.85 2.8 5 0.85 5 0.85 5 5 5 5 5 5 3.97 2.88 5 1 1 1 1 5 5 5 0.85 2.8 0.85 2.8 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 patient room w.c w.c transaction hall nurses staff change room awakening carbage pasteurized bed change 5 5 5 5 5 5 5 5 5 5 5 5 nurses 5 waiting w.c A A B B C C dirty corridor anesthetization anesthetization doctors restroom 5 w.c 5 ( 1 ) ( 2 ) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FRONT ELEVATION transaction hall patient room patient room 18000 23160 430 4340 7520 7520 2960 6360 6210 1940 W1 W1 W1 W1 W1 W1 W1 W2 W1 W1 W1 W1 W1 W1 W1 W2 W3 300 300 C1 C1 C1 C1 C3 C2 C2 C3 C2 C2 C3 C1 C1 C1 3650 1970 3000 4700 75 50 7520 7520 2960 T=450 d16\fArial|b0|i0|c0|p34; @\fArial|b0|i0|c178|p34;200\fArial|b0|i0|c0|p34; mm c/c top &bottom \A1;d16 @200 mm c/c top &bottom A A B B 3350 3350 18.00 23.16 4.3 4.34 7.52 7.52 2.96 6.36 6.21 1.94 W2 W2 W3 0.3 C1 C1 C1 C1 C3 C2 C2 C3 C2 C2 C3 C1 C1 C1 C1 1.97 2.99 4.70 0.05 7.52 7.52 2.96 0.25 18.00 23.16 4.3 4.34 7.52 7.52 2.96 6.36 6.21 1.94 W2 W2 C1 C1 C1 C1 C3 C3 C3 C3 C3 C3 C3 C1 C1 C1 C1 1.97 2.99 0.05 7.52 7.52 2.96 0.25 C1 C1 C1 C1 0.3 C1 C1 C1 C1 C1 C1 C1 C1 18.00 23.16 4.3 4.34 7.52 7.52 2.96 6.36 6.21 1.94 W2 W2 C2 C3 C3 C2 C2 C1 C1 C2 C3 C3 C2 C3 C1 C1 C3 1.97 0.05 7.52 7.52 2.96 0.25 C3 C1 C1 C3 18.00 B1 0.25 0.3 B1 B1' B1' B1' B1' B2 B2 B2 B2 B2' B2' B2' B2' B4 B4 B4 B4 B4 B4 B3 B3 B5 B6 B6 B6 B5 Beam name shear Rinf. top Rinf. bott. Rinf. drawing 3\fArial|b0|i0|c178|p34;00 B1 6\fArial|b0|i0|c178|p34;00 3d25\fArial|b0|i0|c238|p34; d10@250 c/c 780x300 4d16 530x300 BEAMS REINFORCEMENT SCHEDUAL d10@250 c/c d10@250 c/c diment. torsion Rinf. B2' B3 5d25 d12@200 c/c B4 2d25 d10@250 c/c B5 d10@250 c/c B6 3d25\fArial|b0|i0|c238|p34; 180 Top\fArial|b0|i0|c0|p34; \fAndalus|b0|i0|c0|p18;Reinf.\fArial|b1|i0|c0|p34;\H2.667x; Bott.\fArial|b0|i0|c0|p34; \fAndalus|b0|i0|c0|p18;Reinf.\fArial|b1|i0|c0|p34;\H2.667x; Torsion\fArial|b0|i0|c0|p34; \fAndalus|b0|i0|c0|p18;Reinf.\fArial|b1|i0|c0|p34;\H2.667x; Shear\fArial|b0|i0|c0|p34; \fAndalus|b0|i0|c0|p18;Reinf.\fArial|b1|i0|c0|p34;\H2.667x; 2d16 B4 B4 B4 B4 4d16 3\fArial|b0|i0|c178|p34;00 35\fArial|b0|i0|c178|p34;0 180 53\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 6\fArial|b0|i0|c178|p34;00 180 3d25 3d25 2d16 5d25 2d16 3\fArial|b0|i0|c178|p34;00 6\fArial|b0|i0|c178|p34;00 180 780x300 780x300 2d16 780x300 2d16 3\fArial|b0|i0|c178|p34;00 6\fArial|b0|i0|c178|p34;00 180 530x300 2d25 2d16 2d16 18.00 B7 0.25 0.3 B7 B7' B7' B7' B7' B8 B8 B8 B8 B2' B2'' B2' B2'' B3 B3 B9' B6 B6 B6 B9 4d16 530x300 d10@250 c/c B2 4d16 2d16 3\fArial|b0|i0|c178|p34;00 35\fArial|b0|i0|c178|p34;0 53\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 B7 6\fArial|b0|i0|c178|p34;00 3d25 d12@200 c/c 780x300 3d25 2d16 2\fArial|b0|i0|c178|p34;00 180 2\fArial|b0|i0|c178|p34;00 4d16 530x300 d10@200 c/c B8' 4d16 2d16 35\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 2d25 d10@250 c/c B9 2d16 780x300 2d16 6\fArial|b0|i0|c178|p34;00 180 2\fArial|b0|i0|c178|p34;00 2\fArial|b0|i0|c178|p34;00 3\fArial|b0|i0|c178|p34;00 3\fArial|b0|i0|c178|p34;00 35\fArial|b0|i0|c178|p34;0 180 53\fArial|b0|i0|c178|p34;0 A A Stairs plan Scale 1/50 Section A-A in stairs 1/300 d10@200mm stirr. \fArial|b1|i0|c0|p34;\H2.667x; 3d\fTimes New Roman|b0|i0|c0|p18;16 530 d12@200 Top&Bott. d12@150 Top d12@150 Bott. 17x180 5 5 1000 1000 5 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing 3d\fTimes New Roman|b0|i0|c0|p18;16 1000 1000 1000 1000 ÈäÝÓ ÇáÊÓáíÍ d12@200 Top&Bott. d12@150 Top d12@150 Bott. 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing 180 180 180 5 5 5 5 d12@200 Top&Bott. d12@150 Top d12@150 Bott. 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing 5 5 18x180 22x180 ÈäÝÓ ÇáÊÓáíÍ ÈäÝÓ ÇáÊÓáíÍ 18.00 18.00 B1 0.25 0.3 B1 B1 B1 B1 B1 B2 B2 B2 B2' B2' B2' B2' B4 B4 B4 B4 B4 B4 B3 B3 B5 B6 B6 B6 B5 B4 B4 B4 B4 H.B H.B H.B H.B H.B H.B B11 B11 B11 B11 B11 B11 B10 B10 B10 B10 B10 B10 H.B 4d16 4d16 d12@150 c/c 180x400 180 4\fArial|b0|i0|c178|p34;00 hiden beam B10 3d16 3d16 d10@250 c/c 480x\fArial|b0|i0|c178|p34;250 25\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 180 B11 3d16 3d16 d10@250 c/c 480x\fArial|b0|i0|c178|p34;250 25\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 180 2\fArial|b0|i0|c178|p34;00 2\fArial|b0|i0|c178|p34;00 Bearing Wall Bearing Wall Bearing Wall Bearing Wall Bearing Wall Bearing Wall detail 1 COLUMN CONNECTION 1/25 5 5 5 C2\fArial|b0|i0|c178|p34;\H2.4x; C3 C1\fArial|b0|i0|c178|p34;\H2.4x; 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 12d25 d10@250 mm +3060 +6300 +10260 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 8d25 d10@250 mm 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 12d16 d10@250 mm B1 B1 B12 B12 B1 B1 Sec B-B B4 B6 B4 B6 B4 B6 ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ T=600 1000 1000 1000 1000 C3 C3 C3 C2 5 5 0.15 5 5 5 TYPICAL SECTION BEARING WALL 5 5 5d 12 d 12 @250 mm c/c 5 F.F.L N.G.L. 3\fArial|b0|i0|c178|p34;00 180 6\fArial|b0|i0|c178|p34;00 3d16 3d16 B10 B10 B3 3\fArial|b0|i0|c178|p34;00 180 6\fArial|b0|i0|c178|p34;00 3d16 3d16 B11 B11 B3 5 5 120 B3 +3060 +6300 +10260 +3060 +6300 +10260 ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÌÓæÑ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÌÓæÑ 400 400 \H1.5x;B \H1.5x;B C C Sec C-C 18.00 symbol discribtion d12@300 bent . d12@300 St. d12@150 add top. \H0.8333x;d1\fArial|b0|i0|c178|p34;2\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c178|p34;15\fArial|b0|i0|c204|p34;0\fArial|b0|i0|c238|p34; \fArial|b0|i0|c178|p34;bott\fArial|b0|i0|c238|p34;. SLAB REINFORCEMENT SCEDUAL \C4;d1\fArial|b0|i0|c178|p34;2\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c178|p34;15\fArial|b0|i0|c204|p34;0\fArial|b0|i0|c238|p34; \fArial|b0|i0|c178|p34;top\fArial|b0|i0|c238|p34; symbol discribtion d12@300 bent . d12@300 St. d12@150 add top. \H0.8333x;d1\fArial|b0|i0|c178|p34;2\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c178|p34;15\fArial|b0|i0|c204|p34;0\fArial|b0|i0|c238|p34; \fArial|b0|i0|c178|p34;bott\fArial|b0|i0|c238|p34;. SLAB REINFORCEMENT SCEDUAL \C4;d1\fArial|b0|i0|c178|p34;2\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c178|p34;15\fArial|b0|i0|c204|p34;0\fArial|b0|i0|c238|p34; \fArial|b0|i0|c178|p34;top\fArial|b0|i0|c238|p34; H.B H.B H.B H.B 8600 4d16 530x300 d12@150 c/c B2'' 4d16 3\fArial|b0|i0|c178|p34;00 35\fArial|b0|i0|c178|p34;0 180 53\fArial|b0|i0|c178|p34;0 2d16 B9 2d25 d10@250 c/c B9' 2d16 780x300 2d16 3\fArial|b0|i0|c178|p34;00 78\fArial|b0|i0|c178|p34;0 B7 B7 B7 B7 3\fArial|b0|i0|c178|p34;00 B7' 78\fArial|b0|i0|c178|p34;0 3d25 d12@200 c/c 780x300 3d25 2d16 B8' B8' 4d16 530x300 d10@200 c/c B8 4d16 2d16 53\fArial|b0|i0|c178|p34;0 3\fArial|b0|i0|c178|p34;00 3\fArial|b0|i0|c178|p34;00 B1' 78\fArial|b0|i0|c178|p34;0 3d25\fArial|b0|i0|c238|p34; d10@250 c/c 780x300 3d25\fArial|b0|i0|c238|p34; 2d16 H.B H.B 100 mm D.P.C Bearing Wall Bearing Wall Bearing Wall Raft Foundation Basement Wall B8' 2\fArial|b0|i0|c178|p34;00 2\fArial|b0|i0|c178|p34;00 180 B12 4d16 530x300 d10@250 c/c B12 4d16 2d16 3\fArial|b0|i0|c178|p34;00 53\fArial|b0|i0|c178|p34;0 1970 1970 C1 2400 2400 1000 1000 2400 1000 add d25@200 both direction N.G.L 45\fArial|b0|i0|c238|p34;0 1\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;00 100 250 d16@200 E.W TOP &BOTT. d12@150 E.W &E.F Concrete Block d12@150 E.W &E.F 300 W1 W1 W2 W2 250 250 250 mm 95% heavy Compacted subbase 100 mm lean conc. 1250 800 d12@150 E.F Dowels 300 45\fArial|b0|i0|c238|p34;0 100 250 SECTION A-A Scale 1/50 N.G.L 45\fArial|b0|i0|c238|p34;0 1\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;00 100 250 d16@200 E.W TOP &BOTT. d12@150 E.W &E.F Concrete Block 300 W1 W1 250 mm 95% heavy Compacted subbase 100 mm lean conc. 300 SECTION B-B Scale 1/50 400 400 C2 C2 column name column dimension mm longdiotinal Rinf. Tide Rinf. drawing 4\fArial|b0|i0|c178|p34;00 C1\fArial|b0|i0|c178|p34; 400 12d16 d10@250 c/c 400x4\fArial|b0|i0|c178|p34;00 C2\fArial|b0|i0|c178|p34; 12d25 400x400 COLUMN REINFORCEMENT SCHEDUAL d10@250 c/c 4\fArial|b0|i0|c178|p34;00 400 C3 8d25 400x400 d10@250 c/c 4\fArial|b0|i0|c178|p34;00 400 asphalt layer 2 cm\H2.6367x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34;\H2.6367x; asphalt layer 2 cm\H2.6367x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34;\H2.6367x; asphalt layer 2 cm\H2.6367x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34;\H2.6367x; asphalt layer 2 cm\H2.6367x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34;\H2.6367x; 1000 1000 d16@200 E.W 5360 600 water stop water stop water stop add d25@200 E.W add d25@200 E.W 1000 1000 1000 1000 d12@150 E.F Dowels B2 ãÎÒä ÇáÇØÚãå <> <> 1870 <> 780 5 d16@200 E.W TOP &BOTT. 250 mm 95% heavy Compacted subbase 100 mm lean conc. W1 d10@150 E.W &E.F\H1.5x; d12@150 E.W &E.F\H1.5x; 20 mm asphalt layer steel meshed cover angle 3''x3'' 600 180 B5 Concrete Block sec. in ramp 45\fArial|b0|i0|c238|p34;0 100 250 250 mm 95% heavy Compacted subbase 100 mm lean conc. 1500 5 5000 d12 @20\fArial|b0|i0|c238|p34;0 mm C/C \C0;both directions d 16 @150mm c/c both directions 800 250 A A Stairs plan Scale 1/50 Section A-A in stairs 1/300 d10@200mm stirr. \fArial|b1|i0|c0|p34;\H2.667x; 3d\fTimes New Roman|b0|i0|c0|p18;16 530 d12@200 Top&Bott. d12@150 Top d12@150 Bott. 17x180 <> 300 1000 1000 180 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing 3d\fTimes New Roman|b0|i0|c0|p18;16 1000 1000 1000 1000 ÈäÝÓ ÇáÊÓáíÍ d12@200 Top&Bott. d12@150 Top d12@150 Bott. 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing 180 180 180 300 180 300 180 d12@200 Top&Bott. d12@150 Top d12@150 Bott. 4d12 Each \fArial|b0|i0|c178|p34;S\fArial|b0|i0|c238|p34;tep 1d12@Nosing <> <> 18x180 22x180 ÈäÝÓ ÇáÊÓáíÍ ÈäÝÓ ÇáÊÓáíÍ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÏÑÌ +3060 +6300 +10260 COLUMN CONNECTION 1/25 3060 3240 3960 C2\fArial|b0|i0|c178|p34;\H2.4x; C3 C1\fArial|b0|i0|c178|p34;\H2.4x; 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 12d25 d10@250 mm +3060 +6300 +10260 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 8d25 d10@250 mm 800 12d25 \fArial|b0|i0|c0|p34;DOEWLS 12d16 d10@250 mm B4 B6 B4 B6 B4 B6 600 180 B5 Concrete Block sec. in ramp 45\fArial|b0|i0|c238|p34;0 100 250 250 mm 95% heavy Compacted subbase 100 mm lean conc. 1500 1200 5000 d12 @20\fArial|b0|i0|c238|p34;0 mm C/C \C0;both directions d 16 @150mm c/c both directions 800 250 300 100 150 480 360 5 TYPICAL SECTION BEARING WALL 160 240 5d 12 d 12 @250 mm c/c 1000 F.F.L N.G.L. 3\fArial|b0|i0|c178|p34;00 180 6\fArial|b0|i0|c178|p34;00 3d16 3d16 B10 B10 B3 3\fArial|b0|i0|c178|p34;00 180 6\fArial|b0|i0|c178|p34;00 3d16 3d16 B11 B11 B3 3060 3780 120 B3 +3060 +6300 +10260 ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÌÓæÑ ãáÇÍÙÉ íÌÈ ÊäÝíÐ ÇáÌÏÑÇä ÞÈá ÇáÈÏÁ ÈÊäÝíÐ ÇáÌÓæÑ Sec C-C 100 mm D.P.C Bearing Wall Bearing Wall Bearing Wall Raft Foundation Basement Wall \A1;d1\H1.0003x;"\fArial|b0|i0|c178|p34; \L\C0;ÊÝÕíá ãßÈÑ áÎÒÇä ÇáãÇÁ ÇäÈæÈ ãÇÁ äÇÒá Çáì ÇáÈäÇíÉ \H0.6667x; 1:100 \A1;d\H0.7x;\S3/4;\H1.429x;"\fArial|b0|i0|c178|p34; ÇäÈæÈ ãÇÁ ÕÇÚÏ Çáì ÇáÎÒÇä \H0.6667x; n.s 1 " G.P \A1;From main network Pump \A1;water scale Pump \A1;water scale Plan Water Pipe Ground Floor slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% slope 1% D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P A A B B D.\fTimes New Roman|b0|i0|c0|p18;P 5 1 Sec A-A P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;3"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; Pump P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d3\fArial|b0|i0|c0|p34;"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d3\fArial|b0|i0|c0|p34;"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; ÇäÈæÈ ÇáãÌÑì ÇáÎÇÕ ÈÇáãäæÑ ÇáÎáÝí\fArial|b0|i0|c0|p34;\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; n.s Plan Water Pipe Ground Floor D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P Sec B-B D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P To main sewer\H3.9551x; \C1;To manhole\H3.9551x;\C5; \C1; manhole\H3.9551x;\C5; To main sewer\H3.9551x; To main sewer\H3.9551x; 1600 5 2000 5 5 5 5 asphalt layer 2.5 cm\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; asphalt layer 2.5 cm\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34;\H1.9775x; \fArial|b0|i0|c0|p34; 5 5 600 200 5 5 5 P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;2"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; up pipe\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; To main sewer\H3.9551x; \C1;To manhole\H3.9551x;\C5; \C1;P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d4\fArial|b0|i0|c0|p34;"\H1.9775x; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; \C1;slope 1%\H1.9775x;\C5; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;3"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; \C1;íãËá ãÓÇÑ ÇáÝÙáÇÊ ÇáËÞíáÉ\fArial|b0|i0|c0|p34;\H1.9775x; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; íãËá ãÓÇÑ ãíÇå ÇáÛÓíá\fArial|b0|i0|c0|p34;\H1.9775x;\C1; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; detail-A 350 5 220 5 350 5 \C1;P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d4\fArial|b0|i0|c0|p34;"\H1.9775x; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; \C1;slope 1%\H1.9775x;\C5; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;3"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; \C1;íãËá ãÓÇÑ ÇáÝÙáÇÊ ÇáËÞíáÉ\fArial|b0|i0|c0|p34;\H1.9775x; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; íãËá ãÓÇÑ ãíÇå ÇáÛÓíá\fArial|b0|i0|c0|p34;\H1.9775x;\C1; \fArial|b0|i0|c178|p34;\C5; \fArial|b0|i0|c0|p34; P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;3"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; slope 1%\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; Pump 1600 1800 2000 300 300 450 200 asphalt layer 2.5 cm\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; asphalt layer 2.5 cm\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; water proof\fArial|b0|i0|c178|p34;\H1.9775x; \fArial|b0|i0|c0|p34; P\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;V\fArial|b0|i0|c178|p34;.\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c178|p34;d\fArial|b0|i0|c0|p34;2"\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; up pipe\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; detail-A 600 600 5 5 1 600 600 D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P D.\fTimes New Roman|b0|i0|c0|p18;P 2600 5 N.G.L. d12@200 Top&Bott. both direction add 3d12 about the hole from all side 150 200 2000 2600 150 600 wall from concret block Reinforce conc. with B.R.C gauge 63 section in manhole ÇáãæáÏ Raft Foundation\H1.9775x; \fArial|b0|i0|c178|p34; \fArial|b0|i0|c0|p34; d10 @150 E.W &E.F\H1.9775x; ground floor first floor

Language	English
Drawing Type	Block
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	area, autocad, block, CLINIC, DWG, halls, health, health center, Hospital, laboratory, medical center, meters, plumbing, rooms, square, stories, structure