Pool Construction Details DWG Detail for AutoCAD

Pool Construction Details DWG Detail for AutoCAD

Details – specifications – sizing

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

tnder, check, revision:, file name:, dwg no:, t œ, approve, dwg for, info, checked by:, t œ, revised by:, t œ, approved by:, t œ, designed by:, heading, t œ, signature, drawn by:, t œ, date, tnder, check, t œ, file name:, dwg no:, revision:, checked by:, approve, t œ, info, revised by:, approved by:, dwg for, t œ, signature, heading, designed by:, drawn by:, date, revised by:, t œ, approve, info, check, dwg for, dwg no:, file name:, tnder, revision:, designed by:, checked by:, drawn by:, approved by:, t œ, signature, heading, date, hc aân, lacing plate, leicing plate, diagonal plate, front of flange of each rigid, front of flange of each rigid, front of flange of each rigid, front of flange of each rigid, front of flange of each rigid, hole, for, col type, hole, col type, hole, hole, col type, hole, col type, hole, col type, hole, sec, detail of composite beams, beam type, cm as shear bar, beam type, beam type, bracing type, ipe, cipe, cipe, for, joists detail, joist type, only for girders in, rigid, void, rigid, void, of simple connection of girders to columns, bottom plate, bottom stiffners, top leg, other girders, top for, detail of lacing plates in columns, n.t.s, detail of connection of simple beams to columns, n.t.s, beam type, end of, detail of rigid connections, n.t.s, connection plates, beam section, top plate, bot plate, only for colsetion, note:all dimentions in this details introduce in, sections, det, detail of columns splice, detail of connection joists to girdes, detail of connection of double bracings, detail of beams splice, of simple connection of girders to girders, sections, leg dimentions, weld dimentions, cipe, others, as filler plate, as splice plate, section, detail of connection of girders to columns, other girders, det, hole, hole, hole, hole, section, framing of first ceiling, framing of second ceiling, foundation plan, detail of connection of horizontal girders, detail of connection of unbearing walls to structure, plan of columns base plates and bracing types, plan of columns bracings, section of foundations and piles, detail of building of cipe sections, of cipe sections, det, splice of section, only for girders in det

Raw text data extracted from CAD file:

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41- 51- 31- 21- a—\U+063A f”‹—vn f©k¸—c\U+0686 g—k©v\U+0686 4-vo\U+200C\U+0640\U+060C hj—· l—s—|,v 11- 1-,v,n\U+0686 H“ s\U+0621n +1.000 4 17 17 61- fâg‹ à 71- 81- jâk• H“ s\U+0621,d¹ hj—· k—Œ 91- 41- 51- 31- 21- a—\U+063A f”‹—vn f©k¸—c\U+0686 g—k©v\U+0686 11- H“ s\U+0621n 16 x‘µ› n,¥ `___ë¢ lµ‹—\U+061B^ 001/1 5 5 5 H“ s\U+0621n s\U+0621,d¹ f©k¸—c\U+0686 4 jâk• H“ 5 fâg‹ à 9- 01- 8- 7- hj—· k—Œ 6- 5-n,„ 3- ,d© 2- 5 5 5 5 5 g—k©v\U+0686 f”‹—vn a—\U+063A 5 5 5 16 17 18 19 `___ë¢ lµ‹—\U+061B^ 001/1 h,– x‘µ› +1.000 5 5 5 5 5 6- hs\U+200C¬\U+0621 ;—vt\U+0621l—^ 91- u âh¢ kµ‚› ^ l¯• `\U+0621,|œ^ l\U+0630£âu› ,vcaŒ j»\U+0621d¯Œ a\U+0691©h \U+0640âc\U+0686 sâk— l\U+0621xâ“ TNDER CHECK ^ --/--/-- REVISION: FILE NAME: DWG NO: ESA-1001004 ESA-1001004 j—vd­ `”—¢ hk©hcœ '…hv\U+0686 o‹—f—¢ l\U+0691©d› sâk— o‚\U+0641 hs\U+200C¬\U+0621 lâ\U+0632 7- 8- 81- 01- 71- 61- 9- nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ 1/100 l‚—,v^ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ l\U+200C\U+0621d\U+0641 va\U+200C›^ l¾£—v\U+0686 ,hp©^ lµ‹—\U+061B^ 5 5 5 5 5 5 17 17 2- ,d© APPROVE DWG FOR : INFO CHECKED BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ REVISED BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ APPROVED BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ hj—· l—s—|,v 3- 5-n,„ 4-vo\U+200C\U+0640\U+060C DESIGNED BY: HEADING nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ SIGNATURE 1-,v,n\U+0686 DRAWN BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ 21- 31- 11- 51- 41- 5 5 5 5 s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ DATE 5 19 18 17 16 5 5 5 x‘µ› n,¥ `___ë¢ lµ‹—\U+061B^ 001/1 5 61- fâg‹ à hs\U+200C¬\U+0621 s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ TNDER CHECK 9- 01- 8- 7- 71- 81- jâk• H“ s\U+0621,d¹ hj—· k—Œ 91- hs\U+200C¬\U+0621 lâ\U+0632 sâk— o‚\U+0641 sâk— l\U+0621xâ“ \U+0640âc\U+0686 l\U+200C\U+0621d\U+0641 nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ l\U+0630£âu› ,vcaŒ j»\U+0621d¯Œ a\U+0691©h u âh¢ kµ‚› ^ l¯• `\U+0621,|œ^ o‹—f—¢ l\U+0691©d› ^ --/--/-- FILE NAME: DWG NO: ESA-1001005 ESA-1001005 j—vd­ REVISION: va\U+200C›^ l¾£—v\U+0686 `”—¢ hk©hcœ '…hv\U+0686 ,hp©^ lµ‹—\U+061B^ l‚—,v^ 1/100 6- 5-n,„ 3- ,d© 2- 41- 51- 31- 21- a—\U+063A f”‹—vn f©k¸—c\U+0686 g—k©v\U+0686 4-vo\U+200C\U+0640\U+060C hj—· l—s—|,v 11- 1-,v,n\U+0686 H“ s\U+0621n s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ CHECKED BY: APPROVE nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ INFO REVISED BY: APPROVED BY: DWG FOR : nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ SIGNATURE HEADING DESIGNED BY: DRAWN BY: DATE ;—vt\U+0621l—^ 16 +0.50 k£____—\U+0686 lµ‹—\U+061B^ 001/1 a£—gŒ 5 REVISED BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ ESA-1001006 ESA-1001006 l¯• `\U+0621,|œ^ u âh¢ kµ‚› ^ l\U+0630£âu› ,vcaŒ j»\U+0621d¯Œ a\U+0691©h APPROVE INFO CHECK DWG FOR : o‹—f—¢ l\U+0691©d› DWG NO: FILE NAME: --/--/-- ^ j—vd­ TNDER va\U+200C›^ REVISION: l¾£—v\U+0686 ;—vt\U+0621l—^ ,hp©^ l‚—,v^ lµ‹—\U+061B^ 1/100 l\U+200C\U+0621d\U+0641 s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ 0.00 +5.60 DESIGNED BY: CHECKED BY: DRAWN BY: APPROVED BY: nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ nt\U+200C\U+0621 t Œ s—cl—¢ u£\U+0621h¢ a\U+0691\U+0621nhv\U+0686 i£©h¢ 5 5 SIGNATURE HEADING DATE +5.60 0.00 k£____—\U+0686 y\U+0621fŒ lµ‹—\U+061B^ 001/1 hnhv\U+0686 o‹—f—¢ f\U+0691 —l\U+0630â hs\U+200C¬\U+0621 cl‹\U+060C ]£\U+060C +1.60 2 -1.500 2 6 9 11 10 12 13 14 +1.000 +1.000 4 5 5 17 17 +1.000 18 18 +1.000 +0.000 3 4 5 6 1 7 8 = S 2 m 100 -0.700 +1.000 +1.000 +1.000 19 -0.800 11 7 -3.50 -1.000 11 9 8 6 3 +5.000 4 5 3 6 +5.000 12 +5.000 14 +5.000 2 B A D C 1 +1.60 +1.60 +0.000 H I K L M N O P Q R S E F 10 -1.00 8 9 J 1 L M N P O Q A B C D E H F K 14 +5.000 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +1.60 5 2 -1.500 5 5 5 5 5 5 5 -1.000 5 5 5 5 5 5 6 5 15 +5.000 5 5 5 5 +1.000 5 5 5 5 5 5 5 9 11 10 12 13 14 15 +1.000 5 5 5 5 5 5 5 5 5 5 17 B 12 +1.000 +1.000 19 5 5 5 5 5 5 5 11 4 3 5 6 -0.800 1,04 5 0,78 0,43 5 5 5 5 5 5 5 7 8 1 +1.000 -3.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 18 18 +1.000 17 17 5 5 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 5 15 14 13 12 10 11 9 5 5 5 5 5 5 +5.000 5 5 5 m 2 S = 100 5 5 5 5 5 5 -0.700 5 5 5 5 5 +1.000 B 5 7 5 5 5 5 5 5 5 6 5 2 3 4 0,43 0,78 5 1,04 14 +5.000 5 +5.000 B 8 7 5 2 5 5 5 5 5 5 5 5 R S 5 5 5 5 5 5 5 N O B A M L K I F H E C D 5 5 1 -1.00 10 5 5 0,22 0,64 5 5 5 1 5 5 5 8 5 +1.60 J 5 5 5 5 5 5 +0.000 S R Q P 5 5 5 5 5 +1.60 9 A B D C E H F I K L M 5 1 1 5 5 14 +5.000 5 0,64 0,22 5 5 5 5 5 J 5 5 5 +11.00 5 5 5 5 5 15 +5.000 5 5 O 5 N M 5 L 17 5 5 5 5 5 5 5 5 5 12 12 +5.000 B 5 6 lµ‹—\U+061B^ 001/1 0.00 +5.60 lµ‹—\U+061B^ 001/1 y\U+0621fŒ k£____—\U+0686 5 B-B K 5 5 5 J 5 I H 5 E E G F 5 5 F G 5 5 C D 5 5 5 5 C A B 5 +11.00 +10.00 +14.00 +10.00 +14.00 lµ‹—\U+061B^ 001/1 f_____\U+0621„ +6.00 +10.00 5 5 5 +1.00 -.350 0.00 5 5 5 O Q R S 5 5 5 5 P N 5 5 1 +14.00 +10.00 6 17 5 2 5 10 5 5 7 3 5 4 5 5 \A1;0.79 \A1;0.40 9 8 5 14 5 5 13 12 11 5 5 15 16 5 18 5 5 C C 5 A B 5 5 D +14.00 lµ‹—\U+061B^ 001/1 `___ë¢ a‹’ f ©\U+0686 %2.5 %2.5 %2.5 5 6 9 \A1;0.40 \A1;0.79 5 5 4 5 3 7 5 5 10 5 2 5 5 18 5 16 15 5 5 11 12 13 5 5 14 5 8 17 5 1 %2.5 %2.5 %2.5 %2.5 +0.00 +10.00 +7.00 +6.00 +1.00 +5.60 5 5 5 5 5 +10.40 +1.00 0.00 5 5 5 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 +10.00 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 %2.5 5 5 5 G F 5 E F E 5 5 5 5 G H 5 J I 5 K 5 5 L M O N 5 5 +14.00 +13.00 %2.5 +10.00 +6.00 %2.5 %2.5 %2.5 %2.5 %2.5 +1.000 18 jâk• H“ hj—· k—Œ x‘µ› h,– `___ë¢ lµ‹—\U+061B^ 001/1 3- ,d© 2- 31- 21- a—\U+063A g—k©v\U+0686 hj—· l—s—|,v 11- 6- 8- 7- 5-n,„ 61- 51- 71- 81- hs\U+200C¬\U+0621 hs\U+200C¬\U+0621 lâ\U+0632 sâk— o‚\U+0641 41- f”‹—vn 4-vo\U+200C\U+0640\U+060C 1-,v,n\U+0686 fâg‹ à f©k¸—c\U+0686 s\U+0621,d¹ H“ s\U+0621n 9- 91- sâk— l\U+0621xâ“ 01- \U+0640âc\U+0686 8 -3.50 10 11 12 9 6 17 13 14 16 15 7 -1.000 +1.60 +1.60 11 8 -0.800 5 +1.60 9 -1.500 10 -1.00 +1.000 4 4 +1.000 13 +1.000 1 3 2 4 5 6 7 +1.000 19 17 17 5 18 18 5 O B A H I K L M D C E F J N P Q R S 7 17 lµ‹—\U+061B^ 001/1 `___ë¢ h,– x‘µ› 18 \U+0640âc\U+0686 01- sâk— l\U+0621xâ“ 91- 9- H“ s\U+0621n s\U+0621,d¹ f©k¸—c\U+0686 fâg‹ à 1-,v,n\U+0686 4-vo\U+200C\U+0640\U+060C f”‹—vn 41- sâk— o‚\U+0641 hs\U+200C¬\U+0621 lâ\U+0632 hs\U+200C¬\U+0621 81- 71- 51- 61- 5-n,„ 7- 8- 6- 11- hj—· l—s—|,v g—k©v\U+0686 a—\U+063A 21- 31- 2- ,d© 3- hj—· k—Œ jâk• H“ 14 13 6 9 12 11 10 -3.50 8 +1.000 7 15 16 9 +1.60 8 11 +1.60 +1.60 -1.000 -1.00 10 -1.500 -0.800 N J F E C D M L K I H A B 6 5 4 2 3 1 +1.000 13 +1.000 4 4 +1.000 +1.000 19 5 17 S R Q P O 18 17 18 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 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 T1 T1 T1 T1 T1 T1 T1 T1 T3 T1 T1 T3 T3 T3 T3 T2 T3 T3 T2 T2 T3 T3 T2 T2 T1 T2 T1 T3 T3 T2 T3 T1 T3 T3 T3 T1 T1 T3 T3 T2 T1 T1 T3 T3 T2 T1 T3 T3 T1 T1 T2 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 5 5 5 5 5 5 PILE1 PILE1 PILE1 PILE1 PILE1 PILE1 5 5 5 5 5 5 5 5 5 5 5 5 T3 5 5 5 5 5 5 5 5 sc=1/100 jâ› ^ cd\U+0621 j£—lŒ `‹\U+0691— f—d© f› u£¶ 06s—k\U+200C‹£\U+200C\U+0621 , f› hf¾—n 06s—k\U+200C‹£\U+200C\U+0621 f‹ƒ hc hf¾—n `Œ s \U+0643\U+0636‹ Œ aân F1 F3 F3 F3 F3 F3a F3a F3a F3a F3a F3a F3a F4 F4 F4 F4 F4a F4a F5a F7 5 5 F4 F3 F3 F3 F8 F8 F1 F8 F8 F8 F1 F1 F3 F3 F8 F8 F3 F8 F8 F8 5 5 5 5 5 5 F1 F1 F1 F9 F9 F4 K L M N O P Q R S 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.20 5 T3 T1 T1 T2 T2 T1 T2 16 19 F8 F4 5 F4 F9 5 F8 F9 T4 T3 T2 T2 T4 5 5 5 5 T1 T4 T1 T2 T2 T1 5 5 1 A B C D E F G H I J 4 6 7 9 2 3 8 11 13 14 15 16 17 18 12 5 F6 F10 F8 F5a 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 5 5 5 5 5 5 5 5 5 5 5 5 F9 T2 T1 A A +5.60 +.50 +6.10 B B C1 SC 1/100 C2 SC 1/100 C5 SC 1/100 F F E E C3 SC 1/100 C C C4 SC 1/100 D D +10.00 +9.60 E E C6 SC 1/100 H H G G C7 SC 1/100 I I +10.00 +9.60 +10.00 +9.60 C9 SC 1/100 n=3 L L K K C8 SC 1/100 n=1 J K K J C10 SC 1/100 n=1 M M N N C11 SC 1/100 n=2 L L M M C12 SC 1/100 n=1 J J M M C13 SC 1/100 n=1 M M K K O O C14 SC 1/100 n=1 +10.00 +9.60 +6.10 +10.00 +10.00 +10.00 +10.00 +10.00 SC=1/10 A-A B-B SC=1/10 2IPE14 2IPE14 D=12cm 2PL15*10*0.6cm@50cm 2PL15*0.8 SC=1/10 C-C 2IPE14 D=12cm SC=1/10 D-D 2IPE14 D=15cm 2PL20*1Cm SC=1/10 E-E 2IPE14 D=15cm 2PL20*10*0.6@50cm SC=1/10 F-F 2IPE14 D=15cm 2PL20*1.2Cm 2IPE18 2PL15*1 2PL20*0.6 SC=1/10 H-H SC=1/10 G-G 2IPE18 PL25*1.5cm PL25*2cm SC=1/10 BOX-1 PL25*2cm PL25*2cm SC=1/10 I-I 0.8 15-40cm C/C 0.8 15-40cm C/C SC=1/10 K-K SC=1/10 N-N SC=1/10 M-M SC=1/10 J-J SC=1/10 L-L 5 UNP14 LACING PLATE 5 UNP14 LEICING PLATE 5 UNP14 2PL30*0.8cm 5 UNP14 DIAGONAL PLATE 5 UNP14 2PL30*1.2cm 2PL12*1cm 2PL25*1.2cm 2PL25*1.2cm 2PL25*1.2cm 2*2PL5*12*0.6cm (IN FRONT OF FLANGE OF EACH RIGID BEAM) 2*2PL5*12*0.6cm (IN FRONT OF FLANGE OF EACH RIGID BEAM) 2*2PL5*12*0.6cm (IN FRONT OF FLANGE OF EACH RIGID BEAM) 2*2PL5*12*0.6cm (IN FRONT OF FLANGE OF EACH RIGID BEAM) 2*2PL5*12*0.6cm (IN FRONT OF FLANGE OF EACH RIGID BEAM) SC=1/10 O-O 2PL15*1Cm 2PL20*0.8Cm D=15cm 2IPE18 BR-1 SC:1/100 BR-2 SC:1/100 5 5 BR-3 SC:1/100 BR-4 SC:1/100 BR-5 SC:1/100 BR-6 SC:1/100 BR-7 SC:1/100 2U14 2U18 2U14 2U18 2U10 2U10 2U18 2U18 2U10 2U10 2U12 2U12 2U12 2U12 2U12 2U12 BOX-1 PL90*40*1.2cm PL90*40*1.2cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL75*75*0.8cm PL60*60*0.8cm PL50*50*0.8cm PL60*60*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL50*50*0.8cm PL80*40*1cm PL80*35*0.8cm PL80*35*0.8cm PL80*35*0.8cm PL80*35*0.8cm PL80*35*0.8cm 60*40*1.2cm PL40*40*1.2cm 60*40*1.2cm 60*40*1.2cm 60*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm PL40*40*1.2cm 0.6 cm 1.2 cm 0.9 cm 0.9 cm PL20*40*1.2cm 5 5 5 5 thick=1.5cm 5 5 5 thick=1.5cm 5 5 thick=1.5cm A F SC=1/100 n=1 BR8 2UNP20 OR 2UNP14 PL30*100*0.8cm PL40*100*0.8cm 1PL50*150*1cm PL30*100*0.8cm PL60*100*0.8cm PL60*100*0.8cm PL90*40*1.2cm C15 SC 1/100 C C +10.00 +9.60 B B C16 SC 1/100 +10.00 +9.60 B B B B 4PL30*2cm 0.8 15-40cm C/C SC=1/10 S-S C17 SC 1/100 +10.00 +9.60 T T S S 4PL30*0.8cm 0.6 15-40cm C/C SC=1/10 T-T C1 C3 C3 C3 C3 C2 C1 C2 C2 C2 C2 C2 C1 C3 C3 C3 C3 C3 C2 C2 C2 C3 C3 C2 C1 C3 C2 C3 C2 C3 C2 C2 C1 C2 C4 C4 C6 C6 C3 C2 C2 C3 C6 C6 C4 C4 C4 C4 C4 C5 C6 C6 C7 BP1 BP1 BP1 BP7 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP3 BP3 BP3 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP2 BP5 BR-1 BR-2 BR-2 BR-3 BR-4 BR-4 BR-5 BR-6 BR-6 BP5 BP5 BP4 BP4 BP4 BP4 C14 BP1 C16 C4 C17 C16 C16 C14 BP1 BR8 C9 BP6 C8 BP6 C9 BP6 C10 BP6 C11 BP6 C11 BP6 C12 BP6 C13 BP6 C9 BP6 10 K L M N O P Q R S 5 5 5 5 5 5 5 5 5 16 19 1 A B C D E F G H I J 4 6 7 9 2 3 8 11 13 14 15 16 17 18 12 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 10 6.00 0.79 BR-1 BP7 2cm HOLE thick=1cm SC=1/10 BP2 SC=1/10 BP1 PL40*40*2cm FOR BP1 6TOR25 COL TYPE thick=1cm 2cm HOLE PL40*40*2cm 4TOR22 COL TYPE L8*8*0.8cm L=10cm 0.2 0.2 0.1 0.06 0.06 0.1 0.1 0.06 0.06 2cm hole 0.6cm 0.7cm BP3 PL60*40*2cm L10*10*1cm L=10cm PL40*15*1cm 1/2PL10*15*1cm 8TOR22 PL40*40*2cm SC=1/10 2cm HOLE 1/2PL20*20*1cm BP5 4TOR22 COL TYPE SC=1/10 BP4 6TOR25 PL40*40*2cm 2cm HOLE 1/2PL20*20*1cm COL TYPE 0.06 0.06 0.06 0.06 SC=1/10 BP6 6TOR22 L10*10*1 L=15cm 2cm HOLE 1/2PL10*20*1cm 0.06 0.06 COL TYPE PL60*40*2cm PL THICK=1cm 0.4 0.1 0.2 6TOR25 PL60*60*2cm thick=1cm thick=1cm 0.3 0.3 0.15 0.3 0.6 0.06 0.06 SC=1/10 BP7 2cm HOLE 0.15 0.15 thick=1cm n=4 n=6 n=2 PILE1 SEC 1-1 T 10@15cm c 1.05m 2.7m c \ 1 0.30m T 10@15cm c 1.05m 0.50m 1.5m 0.65m 1 c \ 0.60m 12 T 16 0.65 O16@20 O16@25 O16@20 O16@20 T T F5a \A1;0.6000 T T T O16@25 T O16@20 O16@20 T O16@25 T O16@25 O16@25 T T \A1;0.6000 \A1;3.2000 F4a F3a \A1;2.6000 \A1;0.6000 O16@20 O16@25 T T T O16@25 \A1;0.6000 \A1;1.6000 F2a \A1;1.5000 O16@25 T O16@25 O16@25 T T F5 \A1;0.6000 \A1;0.6000 F4 F3 \A1;2.6000 \A1;3.2000 \A1;0.6000 \A1;1.6000 F2 \A1;1.5000 F1 O16@25 O16@25 T T \A1;0.6000 \A1;1.3000 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.60 \A1;1.90 \A1;0.60 \A1;1.90 F8 F8a O16@25 O16@25 T T O16@20 O16@25 T T T O16@20 O16@20 T \A1;0.60 \A1;2.20 T O16@20 O16@20 T \A1;0.60 \A1;2.20 F9 F9a \A1;0.2500 \A1;0.3500 T 4O12 T O8@20 T1 \A1;0.3500 T 8O16 T O10@20 T3 \A1;0.60 T2 T 6O16 T 3O16 T O10@20 \A1;0.60 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 F1a O16@25 O16@25 T T \A1;0.6000 \A1;1.3000 \A1;0.05 \A1;0.05 \A1;0.6000 \A1;6.5000 F7 \A1;0.6000 O16@25(GENERAL)+T16@25 L=4m(ADDITIONAL IN MIDDLE) T O16@25 T O16@25 L=1m T \A1;6.5000 F6 \A1;0.6000 O16@25(GENERAL)+T16@25 L=4m(ADDITIONAL IN MIDDLE) O16@25 T O16@25 L=1m T \A1;0.35 \A1;0.05 \A1;0.05 O16@25 O16@25 T T \A1;0.6000 F2a \A1;1.5000 O16@25 O16@25 T T F5 \A1;0.6000 \A1;3.2000 \A1;0.60 \A1;1.20 \A1;0.40 O16@25 O16@25 T T \A1;0.6000 F4 \A1;2.6000 \A1;0.90 \A1;0.30 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 T4 T 5O16 T 9O16 T O10@20 \A1;0.60 1.00 \A1;0.05 \A1;0.05 Concrete,f c=180 kg/cm 2O8@20cm T detail of composite beams 0.1 Beam type U80 @50 cm ,L=7.5cm as shear bar 2 PL20*5*0.8cm @1m PL20*5*0.8cm @1m N-N PL20*5*0.8cm @1.m N N 0.5cm beam type 2L6*6*0.6cm L=12cm 5 beam type T8@0.5m s\U+200C⢠\A1;0.10 0.1 \A1;0.70 T8@0.5m 2PL50*50*6mm@1m bracing type 5 230 160 280 200 180 260 160 200 180 250 360 250 45 60 50 H mm 210 h mm 140 IPE 140 e mm 250 V mm 35 6 mm L=0.75M L P 0.5cm 0.5cm IPE140 PL21*11*0.8cm 0,07 0.5cm IPE160 PL24*12*0.8cm CIPE 18-26 0.5cm CIPE 16-23 IPE180 PL27*14*0.8cm PL40*22*1cm for cipe18-26 PL35*19*1cm for cipe16-23 0,08 0,12 2PL 14*42*1cm 2PL 18*42*0.8cm 0.6cm 0.6cm 2IPE16 2IPE14 2PL 12*36*1cm 2PL 12*24*0.8cm 0.5cm 0.6cm 2PL 11*18*0.6cm 2IPE18 2PL 12*24*0.8cm 0.6cm TABLE1:STEEL JOISTS DETAIL SPAN(m) JOIST TYPE SPAN<4 4<SPAN<5 5<SPAN<6 6<SPAN<7 7<SPAN<8 IPE14@1m CIPE18-26@1m CIPE18-26+1PL300*10*0.6cm(BOT)@1.25m IPE16@1m CIPE18-26+1PL500*12*1cm(BOT)@1m only for girders in det1 C3 BP1 C1 BP2 C3 BP1 BP1 BP5 BP5 BP2 2CIPE18-26+2PL300*12*.6cm 2CIPE18-46 2CIPE18-46 2CIPE18-46+2PL350*6*.6Cm 2CIPE18-46+2PL300*6*.6Cm 2CIPE18-46 2CIPE18-26+2PL300*12*.6cm 2CIPE18-26+2PL300*12*.6cm 2CIPE18-26+2PL300*12*.6cm 2CIPE18-26+2PL300*12*.6cm 2CIPE18-26+2PL300*12*.6cm 2CIPE18-26+2PL350*12*1.2cm 2CIPE18-26+2PL350*12*1.2cm 2CIPE18-26+2PL350*12*1.2cm 2CIPE18-26+2PL350*12*1.2cm 2CIPE18-26+2PL350*12*1.2cm 1BUS1 2BUS1 2CIPE18-46+2PL350*8*0.6 2CIPE18-26+2PL350*6*0.6 2CIPE18-46+2PL350*8*.6Cm 2CIPE18-26+2PL350*6*.6Cm 2CIPE18-26+2PL350*12*1Cm 2CIPE18-46+2PL350*8*.6Cm 2CIPE18-26+2PL350*6*.6Cm 2CIPE18-26 3CIPE18-46+1PL500*45*1.2Cm 3CIPE18-46+1PL500*45*1.2Cm 3CIPE18-46+1PL500*45*1.2Cm 3CIPE18-46+1PL500*45*1.2Cm 3CIPE18-46+1PL600*45*1.2Cm 3CIPE18-46+1PL500*45*1Cm 3CIPE18-46+1PL500*30*1Cm 2*2PL18*1.2*300cm 2CIPE18-26 BUS2 2IPE18+1PL15*1*500Cm K L M N O P Q R S 5 5 5 5 5 5 5 5 5 16 19 1 A B C D E F G H I J 4 6 7 9 2 3 8 11 13 14 15 16 17 18 12 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 10 2CIPE18-26+2PL300*10*0.6Cm 2IPE18 2CIPE18-46+1PL300*15*0.6Cm 8289 3CIPE18-46+1PL500*45*1Cm BUS-7+2PL400*12*1Cm C14 BP1 IPE16 IPE18 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 BUS-9+2PL400*18*1.5Cm 2BUS-10+2*2PL650*27.5*2Cm 5 5 5 5 2BUS11+2*2PL550*24*1.5Cm 2CIPE18-46+1PL300*15*0.6Cm BUS-3+2PL200*15*1Cm 5 5 2*2PL12*0.8*30cm 5 5 Bus4+ 2PL24*1.2*800 BUS-3+ 2PL20*1.5*300cm BUS3+ 2PL18*1.2*250 BUS4+ 2PL15*1*200 BUS3+ 2PL18*1.2*400 2IPE18 2CIPE18-26+1PL24*1.2*400cm 2IPE18 IPE18 IPE18 2CIPE18-46 CIPE18-46 2CIPE18-46 BUS7 BUS8 BUS6 BUS3 BUS3 BUS7 C14 BP1 IPE16 IPE18 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE18 5 5 2BUS1 2*2PL18*1.2*300cm CIPE18-46+1PL6*0.6*300cm CIPE18-46 2PL10*0.6*300cm RIGID RIGID RIGID RIGID RIGID RIGID 2CIPE18-46 VOID IPE18 5 IPE18 IPE18 5 IPE18 CIPE18-26 2CIPE18-26 IPE18 IPE18 IPE18 IPE18 CIPE18-26 CIPE18-26 BUS-5+2PL400*8*0.6Cm BUS-7+2PL500*15*1.2Cm 5 5 2BUS-9+2*2PL400*22*1.5Cm 5 5 IPE18 1CIPE18-46+1PL400*10*0.8Cm 5 2BUS4+2*2PL550*25*1.5Cm 1CIPE18-46+1PL400*10*0.8Cm BUS-4+2PL200*18*1.2Cm 5 5 IPE18+1PL300*10*0.6Cm 2CIPE18-46+1PL450*25*0.8Cm 3CIPE18-46+2PL500*12*1.2Cm 3CIPE18-46+2PL500*12*1Cm IPE16 IPE18 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 IPE16 \A1;2.50 BUS4 BUS4+ 2PL20*1.5*300cm CIPE18-46 IPE18 IPE18 BUS4+ 2PL18*1.2*250 BUS3+ 2PL18*1.2*400 2IPE16 2CIPE18-26 CIPE18-46 2CIPE18-46+ 2PL10*0.6*200 IPE18 CIPE18-46 BUS6 BUS3 BUS5 BUS7 BUS7 BUS5 K L M N O P R S 5 5 5 5 5 5 5 1 A B C D E F G H I 4 6 7 9 2 3 8 11 13 14 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 5 RIGID RIGID RIGID RIGID RIGID RIGID VOID TABLE2:detail of simple connection of girders to columns BUS-1-3-4-5-7 BUS-9 BUS-10-11 PL12*15*1Cm L8*8*0.8 L=10Cm 3*1/2PL15*20*1Cm PL20*20*1.2Cm 3*1/2PL20*30*1.2Cm PL25*25*1.5Cm 3*1/2PL25*35*1.5Cm L8*8*0.8 L=10Cm L10*10*1 L=15Cm bottom plate bottom stiffners top leg OTHER GIRDERS PL12*12*0.8Cm 3*1/2PL15*10*0.8Cm L6*6*0.6 L=5Cm pL12*15*1+1/2pL15*20*1cm top plate+stiffner for det1 pL12*15*1+1/2pL15*20*1cm pL12*15*1+1/2pL15*20*1cm pL12*15*1+1/2pL15*20*1cm 5 2*1PL5*37.5*1cm 2*1PL30*50*0.8cm DETAIL OF LACING PLATES IN COLUMNS N.T.S 0.6 0.8 DETAIL OF CONNECTION OF SIMPLE BEAMS TO COLUMNS N.T.S 1/2PL10*10*1cm 2L12*12*1.2 L=25cm BEAM TYPE 0.6 BUS-3 Sc:1/10 PL50*1Cm PL20*1.5cm 0.8 15-40cm C/C BUS-5 Sc:1/10 0.6 15-45cm C/C PL50*0.6Cm PL10*0.8Cm BUS-6 Sc:1/10 0.6 15-45cm C/C PL50*0.6Cm PL12*1Cm BUS-7 Sc:1/10 0.6 15-45cm C/C PL50*0.8Cm PL15*1.2Cm BUS-8 Sc:1/10 0.6 15-45cm C/C PL50*0.8Cm PL15*1.2Cm 0.8 15-45cm C/C PL20*1*150Cm(IN END OF BEAMS) 0.6 PL25*7.5*0.6cm PL1 PL2 DETAIL OF RIGID CONNECTIONS N.T.S B THIICK=T B A C D THIICK=T' 45 E TABLE1:RIGID CONNECTION PLATES DIMENTIONS;UNIT:cm BUS8 BUS7 BUS6 BUS5 BUS3 BEAM SECTION 18*45*13*2 12*35*10*1.5 12*25*8*1.5 22.5*60*18*2 18*45*2 12*35*2 12*25*1.5 22.5*50*2 (C*D*E*T') TOP PLATE (A*B*T) BOT PLATE 0.8 F G PL3(F*G*T") (F*G*T") PL3 0.8 0.8 12*75*1.2cm 12*75*1.5 (USE ONLY FOR COLSETION F-F&G-G) 18*75*1.5 25*60*18*2 18*45*2 22.5*90*1.5cm 25*90*1.5cm BUS-9 Sc:1/10 0.8 15-40cm C/C PL75*1Cm PL20*1.5Cm PL90*1.2Cm PL30*2Cm 0.8 15-40cm C/C BUS-10 Sc:1/10 PL50*1.2Cm PL24*2cm 0.8 15-40cm C/C BUS-11 Sc:1/10 BUS2 SC:1/10 PL15*1cm PL20*1.5cm 0.8 15-40cm C/C BUS1 SC:1/10 PL30*1cm PL20*1.5cm 0.8 15-40cm C/C BUS-4 Sc:1/10 PL30*1Cm 0.8 15-40cm C/C PL20*1.5cm Sc:1/100 Sc:1/100 note:all dimentions in this details introduce in ((table 2)) sections det 1 det 1 det 1 det 1 det 1 det 1 det 1 det 1 5 DETAIL OF COLUMNS SPLICE DETAIL OF CONNECTION JOISTS TO GIRDES DETAIL OF CONNECTION OF DOUBLE BRACINGS DETAIL OF BEAMS SPLICE TABLE3:detail of simple connection of girders to girders BUS-1-4 BUS-2 BUS-3-5-6-7-8-11 sections LEG DIMENTIONS L8*8*0.8 L=25Cm L8*8*0.8 L=12Cm L8*8*0.8 L=40Cm WELD DIMENTIONS 0.8cm BUS-9 CIPE 18-26 L8*8*0.8 L=60Cm L6*6*0.6 L=25Cm CIPE18-46 OTHERS L6*6*0.6 L=20Cm L6*6*0.6 L=12Cm 0.8cm 0.8cm 0.8cm 0.6cm 0.6cm 0.6cm 2UNP18+2PL10*0.8cm 4PL 30*28*1.2cm AS FILLER PLATE 4PL 50*25*2cm AS SPLICE PLATE SECTION S-S SECTION T-T 0.8cm 0.8cm 0.8cm detail of connection of girders to columns other girders det 2 60*30cm hole BUS10 BUS11 2*2PL30*12*0.8cm 2*2PL30*15*2cm 2*2PL90*15*1cm BUS9 BUS4 5 5 5 4.00 0.85 8.00 O16@15 45 O 16 T 0.75 O16@20 T T O16@20 T F10 40*25cm hole 2*2PL75*10*1cm 2*2PL25*10*1.5cm 2*2PL25*15*0.6cm 60*30cm hole BUS11 2*2PL30*12*0.8cm 2*2PL30*15*2cm 2*2PL90*15*1cm BUS4 40*25cm hole 2*2PL75*10*1cm 2*2PL25*10*1.5cm 2*2PL25*15*0.6cm SECTION S-S SECTION T-T framing of first ceiling framing of second ceiling foundation plan DETAIL OF CONNECTION OF HORIZONTAL GIRDERS 5 DETAIL OF CONNECTION OF UNBEARING WALLS TO STRUCTURE O O Sc:1/100 PLAN OF COLUMNS , BASE PLATES AND BRACING TYPES Sc:1/100 PLAN OF COLUMNS & BRACINGS Sc:1/25 SECTION OF FOUNDATIONS AND PILES DETAIL OF BUILDING OF CIPE SECTIONS TABLE4:DETAIL OF CIPE SECTIONS BR-7 det 2 0.6cm SPLICE OF SECTION (S-S)TO SECTION(T-T) only for girders in det 2 T22 T25 0.10 0.35 0.25 0.15 0.45 0.30 +2*2PL15*1.2*500cm +2*2PL15*1.2*500cm 3CIPE18-46+2PL500*12*1.2Cm 3CIPE18-46+2PL500*12*1.2Cm 3CIPE18-46+2PL500*12*1.2Cm 3CIPE18-46+2PL500*12*1.2Cm 3CIPE18-46+2PL500*12*1.2Cm

Language	English
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, construction, DETAIL, details, DWG, piscina, piscine, POOL, schwimmbad, sizing, specifications, swimming pool