Plumbing For Bathroom And Kitchen DWG Block for AutoCAD

Plumbing bathroom and kitchen

Drawing labels, details, and other text information extracted from the CAD file (Translated from Bosnian):

Ground floor, Room, Sewage, Caspian jasmine, Base on the basement, Space, Ground floor, Room room, Sewage, Caspian jasmine, Sewage, Caspian jasmine, Types of sanitary facilities, Number of sanitary facilities, Equivalent factor, To objects in a function, Na izliv, Sadoper, Ground floor, basement, Kat, Bidet, Т.р., Т.р., Т.р., Т.р., К.р., Т.р., Т.р., К.р., К.р., Т.р., Т.р., Т.р., Ул.к., Now, Т.р., Ул.к., Types of sanitary facilities, Number of sanitary facilities, Equivalent factor, To objects in a function, Na izliv, Mialniki, Kadi, For washing, Bidet, Obtained:, An intersection is adopted:, Ground floor, Table, V.v, K.v, V.v, K.v, Т.р., Т.р., V.v, K.v, К.р., Т.р., Т.р., К.р., V.v, K.v, V.v, K.v, К.р., Т.р., V.v, K.v, Sewage, Caspian jasmine, Sewage, Caspian jasmine, Sewage, Caspian jasmine, Sewage, Detal sewage, Base on the basement, Space, Ground floor, Room, Water supply, Caspian jasmine, Ground floor, Room room, Water supply, Caspian jasmine, Water supply, Caspian jasmine, V.v, K.v, V.v, K.v, V.v, K.v, V.v, K.v, Uc., Bidet, Boiler, Bidet, Share, Of the share, Number eo, Resistance to the share, Cross-section of the tube, Sum of resistance to the share, Resistance across the entire shell shell dlg, Losses in a vertical column, Losses from the vidomer const, Losses from geodetic to vertical line, Nadpritisok, Mvs ……… bar, Pressure in ………, Total losses ……… bar, Now, Ground floor, basement, Kat, Boiler, Water supply, Caspian jasmine, Water supply, Caspian jasmine, Water supply, Caspian jasmine, Water supply, Detal plumbing, Kasaposka sowa ristoska jasmina, Cyrillic University, Architectural faculty of Skopje, Installations, Sewage, Student:, Electricity, Eo eo eo, Eo eo eo eo eo eo, Eo eo, Eo eo eo eo eo, Ground floor, Room room, Ground floor, Room, Electricity, Caspian jasmine, Electricity, Caspian jasmine, Monophasic ninja, Three-phase ninja, No place, Two-pole, Сериски, Telephone line, Rtv nica, boiler, Yidna lamba, Switchboard, Signal yvono, For yvono, Lamp above the working mass, Grealka, Telephone, Cable head, Monophasic ninja, Three-phase ninja, No place, Two-pole, Сериски, Telephone line, Rtv nica, boiler, Yidna lamba, Switchboard, Signal yvono, For yvono, Lamp above the working mass, Grealka, Cable head, Telephone, Т.в., Т.в., Greewe, Caspian jasmine, Greewe, Caspian jasmine, Ground floor, Room, Ground floor, Room room, Intersection, Caspian jasmine, Monophasic ninja, Three-phase ninja, Intersection, Monophasic ninja, Three-phase ninja, Т.в., Greewe, Greewe, Ground floor, Room, Ground floor, Room room, Monophasic ninja, Three-phase ninja, No place, Two-pole, Сериски, Telephone line, Rtv nica, boiler, Yidna lamba, Switchboard, Signal yvono, For yvono, Lamp above the working mass, Grealka, Telephone, Cable head, Monophasic ninja, Three-phase ninja, No place, Two-pole, Сериски, Telephone line, Rtv nica, boiler, Yidna lamba, Switchboard, Signal yvono, For yvono, Lamp above the working mass, Grealka, Cable head, Telephone, V.v, K.v, Т.р., Т.р., V.v, K.v, К.р., Т.р., Т.р., К.р., V.v, K.v, Types of sanitary facilities, Number of sanitary facilities, Equivalent factor, To objects in a function, Na izliv, Sadoper, Ground floor, basement, Kat, Bidet, Т.р., Т.р., Т.р., Т.р., К.р., Т.р., Т.р., К.р., К.р., Т.р., Т.р., Т.р., Ул.к., Now, Т.р., Ул.к., Types of sanitary facilities, Number of sanitary facilities, Equivalent factor, To objects in a function, Na izliv, Mialniki, Kadi, For washing, Bidet, Obtained:, An intersection is adopted:, Ground floor, Table, V.v, K.v, V.v, K.v, К.р., Т.р., V.v, K.v, Sewage, Sewage, V.v, K.v, V.v, K.v, V.v, K.v, V.v, K.v, Uc., Bidet, Boiler, Bidet, Share, Of the share, Number eo, Resistance to the share, Cross-section of the tube, Sum of resistance to the share, Resistance across the entire shell shell dlg, Losses in a vertical column, Losses from the vidomer const, Losses from geodetic to vertical line, Nadpritisok, Mvs ……… bar, Pressure in ………, Total losses ……… bar, Now, Ground floor, basement, Kat, Boiler, Eo eo eo, Eo eo eo eo eo eo, Eo eo, Eo eo eo eo eo

Raw text data extracted from CAD file:

\A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;900 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 -6512.81819144566 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;900 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;50 \A1;1000 \A1;50 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;115 \A1;30 \A1;405 \A1;30 \A1;950 \A1;900 \A1;480 \A1;470 \A1;950 \A1;465 \A1;435 \A1;900 \A1;290 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 1 1 1 1 1 2 3 4 4 4 4 4 3 2 1 6 5 7 7 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 -1158.004815481057 2 1 Osnova na kat M=1:50 1.Spalna soba 2.Bawa 3.Hodnik 4.Terasa 7 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina 6187/6155 Osnova na podrum M=1:50 1.VC 2.Podrumski prostor Osnova na prizemje M=1:50 1.Kujna 2.Trpezarija 3.Dnevna soba 4.Spalna soba 5.Utiliti 6.Bawa 7.Terasa 8 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina 6187/6155 9 6187/6155 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina Vidovi na sanitarni objekti Broj na sanitarni objekti N Ekvivalenten faktor K (N'=N x \H1.333x;K) \fArial|b1|i0|c0|p34;\U+2211 % na objekti vo funkcija P% Koli~estvo na izliv q\H0.75x;o( l/s ) sadoper 1 2.0 2.0 19.8 0.67 Q= N x \H1.333x;P \H0.75x;x \H1.333x;q\H0.75x;o 100 Q= 1 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 = 0.13 l/sek PRIZEMJE PODRUM KAT MP VC VC BIDE BIDE M M TS TS T.R. \M+3A8AA70/70/90 P. \M+3A8AA50/L P. \M+3A8AA50/L K. \M+3A8AA50/90 P \M+3A8AA70/L T.R. \M+3A8AA70/70 P. \M+3A8AA100/L K. \M+3A8AA100/90 P. \M+3A8AA50/L T.R. \M+3A8AA100/100/90 P. \M+3A8AA100/L P. \M+3A8AA70/L P. \M+3A8AA 100/L P. \M+3A8AA 100/L T.R. \M+3A8AA100/100/90 R.\M+3A8AA100/70 K.R. \M+3A8AA70/50 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L K. \M+3A8AA70/90 T.R. \M+3A8AA70/50/90 K. \M+3A8AA70/90 K. \M+3A8AA 70/90 K.R. \M+3A8AA100/70 P. \M+3A8AA100/L K.R. \M+3A8AA70/50 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L K. \M+3A8AA70/90 R.\M+3A8AA100/70 K. \M+3A8AA100/90 P. \M+3A8AA100/L R.\M+3A8AA100/150 K. \M+3A8AA150/90 P. \M+3A8AA150/L M P. \M+3A8AA50/L K. \M+3A8AA50/90 M P. \M+3A8AA50/L K. \M+3A8AA100/90 TS K. \M+3A8AA70/90 K. \M+3A8AA50/90 VC P. \M+3A8AA70/L T.R. \M+3A8AA70/70/90 K. \M+3A8AA70/90 P \M+3A8AA50/L T.R. \M+3A8AA100/100/90 T.R. \M+3A8AA100/100/90 UL.K. K.[. R. \M+3A8AA150 R.\M+3A8AA100/150 P. \M+3A8AA100/L P. \M+3A8AA 150/L SAD P. \M+3A8AA70/L K. \M+3A8AA70/90 T.R. \M+3A8AA100/70/90 P. \M+3A8AA70/L R. \M+3A8AA 150 UL.K. K.[. R. \M+3A8AA 100 Vidovi na sanitarni objekti Broj na sanitarni objekti N Ekvivalenten faktor K (N'=N x \H1.333x;K) \fArial|b1|i0|c0|p34;\U+2211 % na objekti vo funkcija P% Koli~estvo na izliv q\H0.75x;o( l/s ) WC - \kolki 3 6 18 14 2 mijalnici 4 0.5 2 19.8 0.67 2 2 4 0.67 2 0.5 1 0.17 1 2 2 0.67 kadi ma\ina za perewe bide 19.8 19.8 19.8 Q= N x \H1.333x;P \H0.75x;x \H1.333x;q\H0.75x;o 100 Q= 3 x \H1.333x;14 \H0.75x;x \H1.333x;2 100 4 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 2 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 2 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.17 100 1 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 + + + = + 1.83 l/sek dobieno: \M+3A8AA 100 J=2% se usvojuva napre~en presek: \M+3A8AA 150 J=1.5% se usvojuva napre~en presek: \M+3A8AA 150 J=1.5% PRIZEMJE Tabela 1: Tabela 2: K. \M+3A8AA150/90 V.V K.V V.V K.V K.V P. \M+3A8AA150/L T.R. \M+3A8AA150/100/90 T.R. \M+3A8AA150/70/90 P. \M+3A8AA150/L T.R. \M+3A8AA150/100/90 V.V K.V P. \M+3A8AA50/L K.R. \M+3A8AA70/50 P. \M+3A8AA70/L R.\M+3A8AA100/70 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L P. \M+3A8AA70/L K \M+3A8AA70/70 T.R. \M+3A8AA70/70/90 K \M+3A8AA70/70 K.R. \M+3A8AA100/70 V.V K.V P. \M+3A8AA70/L P. \M+3A8AA70/L K. \M+3A8AA150/90 V.V K.V P. \M+3A8AA 0/L K.R. \M+3A8AA70/50 P. \M+3A8AA70/L R.\M+3A8AA100/70 T.R. \M+3A8AA100/100/90 P. \M+3A8AA 100/L V.V K.V Detal-VC (podrum) M=1:25 Detal-Bawa (prizemje) M=1:25 Detal-Kujna (prizemje) M=1:25 Detal-Bawa (kat) M=1:25 10 6187/6155 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina 11 6187/6155 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina 12 6187/6155 KANALIZACIJA Kasaposka Sowa/Ristoska Jasmina [TRANG [EMA - KANALIZACIJA M=1:50 DETAL - KANALIZACIJA M=1:25 DETAL - KANALIZACIJA M=1:25 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;50 \A1;1000 \A1;50 \A1;30 \A1;420 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;900 \A1;435 \A1;900 \A1;290 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;115 \A1;30 \A1;405 \A1;30 \A1;950 \A1;900 \A1;480 \A1;470 \A1;950 \A1;465 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 1 1 1 1 1 2 3 4 4 4 4 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4 3 2 1 6 5 7 7 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 4302.049475225564 Osnova na podrum M=1:50 1.VC 2.Podrumski prostor 2 1 Osnova na kat M=1:50 1.Spalna soba 2.Bawa 3.Hodnik 4.Terasa 3 VODOVOD Kasaposka Sowa/Ristoska Jasmina 6187/6155 Osnova na prizemje M=1:50 1.Kujna 2.Trpezarija 3.Dnevna soba 4.Spalna soba 5.Utiliti 6.Bawa 7.Terasa 2 VODOVOD Kasaposka Sowa/Ristoska Jasmina 6187/6155 1 6187/6155 VODOVOD Kasaposka Sowa/Ristoska Jasmina L = 89 1/2" L = 42 3/4" L = 43 3/4" L = 78 3/4" L = 125 L = 69 1" L = 64 1" 1" L = 64 1" L = 69 1" L = 102 1" L = 59 1/2" L = 174 1/2" L = 33 1/2" L = 133 3/4" L = 71 3/4" V.V K.V V.V K.V V.V K.V V.V K.V 0.20 0.80 0.20 0.20 0.20 2.00 0.80 1.10 0.80 0.80 89 42 125 69 64 174 33 133 75 71 69 1/2" 3/4" 1/2" 1/2" 3/4" 3/4" 1/2" 3/4" 3/4" 1/2" 3/4" 1" 1" 1/2" 1" 1/2" 1.40 1/2" 102 64 150 UC. 1" 1" 1" 1 2 3 4 5 6 M TU[ BIDE VC M TU[ M BOJL BIDE VC M VC 1 delnica od do 2 do`ina na delnicata L (m') broj EO koli~ina Q (lit/s) otpor na delnicata h (m/m'VS) presek na cevkata \M+3A8AA \fArial|b1|i0|c0|p34;( " ) suma na otpori na delnicata ( 2x5 ) 3 4 5 6 7 1 2 2 3 3 4 4 5 5 6 5.06 3.00 1.34 0.69 8.52 600 2 2 5.5 5.75 6.25 0.354 0.354 0.505 0.612 0.637 0.33 0.33 0.27 0.29 0.32 3/4" 3/4" 1" 1" 1" 1.669 0.99 0.361 0.20 2.726 otpor po celata dol`ina do krajnoto to~e~ko mesto \U+2211\H0.7081x; = 5.946 \fArial|b0|i0|c0|p34;mVS\fMacedonian Helv|b0|i0|c0|p34;\H0.7081x; \fMS Shell Dlg 2|b0|i0|c0|p0;\l 1. Gubitoci vo vertikalen stolb (VS) = 5.946 m\H0.7081x; 2. Gubitoci od vidomer const = 5.00\H0.7081x; 3. Gubitoci od geodetska viso~ina na vertikalen vod /najvisoka to~ka/ h = 5.40 4. Nadpritisok = 5.00\H0.7081x; \U+2211\H0.7081x; \fMacedonian Helv|b0|i0|c0|p34;\H1.412x;= 21.346 mVS ......... 2.13 bar pritisok vo nadvore\na mre`a 30.00 mVS\fMacedonian Helv|b0|i0|c0|p34; ......... 3.0 \fArial|b0|i0|c0|p34;bar vkupno gubitoci 21.34 mVS\fMacedonian Helv|b0|i0|c0|p34; ......... 2.13 \fArial|b0|i0|c0|p34;bar < 3.0 bar 43 78 0.80 1/2" SAD 3/4" 3/4" 0.20 1/2" PRIZEMJE PODRUM KAT 1/2" 480 MP BOJL BOJL 59 Detal-VC (podrum) M=1:25 Detal-Bawa (prizemje) M=1:25 Detal-Kujna (prizemje) M=1:25 Detal-Bawa (kat) M=1:25 4 6187/6155 VODOVOD Kasaposka Sowa/Ristoska Jasmina 5 6187/6155 VODOVOD Kasaposka Sowa/Ristoska Jasmina 6 6187/6155 VODOVOD Kasaposka Sowa/Ristoska Jasmina [TRANG [EMA - VODOVOD M=1:50 DETAL - VODOVOD M=1:25 DETAL - VODOVOD M=1:25 KASAPOSKA SOWA 6187 RISTOSKA JASMINA 6155 UNIVERZITET "SV. KIRIL I METODIJ" ARHITEKTONSKI FAKULTET - SKOPJE 2006 2007 INSTALACII \c3539886;1. VODOVOD\C256; \C122;\c8300544;2. KANALIZACIJA STUDENT: \c2068479;3. GREEWE\C256; \C2;\c1500905;4. ELEKTRIKA 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 1\fArial|b0|i0|c0|p34;x0.50= 0.50 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 0.75 EO 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 2\fArial|b0|i0|c0|p34;x0.50= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;3.BIDE..................... 1\fArial|b0|i0|c0|p34;x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;4.TU[....................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;5.MP.......................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 3.50 EO 1.SAD.......................... 1x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 1.00 EO 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 1\fArial|b0|i0|c0|p34;x0.50= 0.50 EO \fMAC C Swiss|b0|i0|c0|p34;3.BIDE..................... 1\fArial|b0|i0|c0|p34;x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;4.TU[....................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 2.00 EO 2.00 EO 5.50 EO 6.25 EO 1.00 EO 3 3 3 Osnova na prizemje M=1:50 1.Kujna 2.Trpezarija 3.Dnevna soba 4.Spalna soba 5.Utiliti 6.Bawa 7.Terasa 4 3 2 1 6 5 7 7 Osnova na kat M=1:50 1.Spalna soba 2.Bawa 3.Hodnik 4.Terasa 1 1 1 1 1 2 3 4 4 4 4 3 13 ELEKTRIKA Kasaposka Sowa/Ristoska Jasmina 6187/6155 14 ELEKTRIKA Kasaposka Sowa/Ristoska Jasmina 6187/6155 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA SIJALI^ NO MESTO OBI^ EN PREKINUVA^ DVOPOLEN PREKINUVA^ SERISKI PREKINUVA^ NAIZMENI^ EN PREKINUVA^ TELEFONSKA PRIKLU^ NICA RTV PRIKLU^ NICA BOJLER YIDNA LAMBA RAZVODNA TABLA SIGNALNO YVONO PREKINUVA^ ZA YVONO SVETILKA NAD RABOTNA MASA GREALKA TELEFONSKI APARAT KABLOVSKA GLAVA 3 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA SIJALI^ NO MESTO OBI^ EN PREKINUVA^ DVOPOLEN PREKINUVA^ SERISKI PREKINUVA^ NAIZMENI^ EN PREKINUVA^ TELEFONSKA PRIKLU^ NICA RTV PRIKLU^ NICA BOJLER YIDNA LAMBA RAZVODNA TABLA SIGNALNO YVONO PREKINUVA^ ZA YVONO SVETILKA NAD RABOTNA MASA GREALKA KABLOVSKA GLAVA TELEFONSKI APARAT RA 25-600/900 T.V. 1 T.V. 2 T.V. 3 T.V. 4 T.V. 5 T.V. 6 T.V. 7 T.V. 8 RA 8-600/900 RA 8-600/900 RA 20-600/900 RA 20-600/900 RA 8-600/900 RA 20-600/900 RA 25-600/900 RA 25-600/900 T.V. 1 T.V. 2 T.V. 3 T.V. 4 T.V. 5 T.V. 6 T.V. 7 T.V. 8 RA 8-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 8-600/900 15 GREEWE Kasaposka Sowa/Ristoska Jasmina 6187/6155 16 GREEWE Kasaposka Sowa/Ristoska Jasmina 6187/6155 1 1 1 1 1 2 3 4 4 4 4 4 3 2 1 6 5 7 7 Osnova na kat M=1:50 1.Spalna soba 2.Bawa 3.Hodnik 4.Terasa Osnova na prizemje M=1:50 1.Kujna 2.Trpezarija 3.Dnevna soba 4.Spalna soba 5.Utiliti 6.Bawa 7.Terasa \A1;50 \A1;50 17 PRESEK M 1/20 Kasaposka Sowa/Ristoska Jasmina 6187/6155 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA 4846.664934406814 4846.664934406814 \A1;50 \A1;50 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;50 \A1;1000 \A1;50 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;1400 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;900 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;30 \A1;115 \A1;30 \A1;405 \A1;30 \A1;950 \A1;900 \A1;480 \A1;470 \A1;950 \A1;465 \A1;435 \A1;900 \A1;290 17 PRESEK M 1/20 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA 50 50 T.V. 1 T.V. 2 T.V. 3 T.V. 4 T.V. 5 T.V. 6 T.V. 7 T.V. 8 RA 8-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 20-600/900 RA 8-600/900 15 GREEWE 16 GREEWE 1 1 1 1 1 2 3 4 4 4 4 4 3 2 1 6 5 7 7 Osnova na kat M=1:50 1.Spalna soba 2.Bawa 3.Hodnik 4.Terasa Osnova na prizemje M=1:50 1.Kujna 2.Trpezarija 3.Dnevna soba 4.Spalna soba 5.Utiliti 6.Bawa 7.Terasa 3 3 3 4 3 2 1 6 5 7 7 1 1 1 1 1 2 3 4 4 4 4 3 13 14 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA SIJALI^ NO MESTO OBI^ EN PREKINUVA^ DVOPOLEN PREKINUVA^ SERISKI PREKINUVA^ NAIZMENI^ EN PREKINUVA^ TELEFONSKA PRIKLU^ NICA RTV PRIKLU^ NICA BOJLER YIDNA LAMBA RAZVODNA TABLA SIGNALNO YVONO PREKINUVA^ ZA YVONO SVETILKA NAD RABOTNA MASA GREALKA TELEFONSKI APARAT KABLOVSKA GLAVA 3 MONOFAZNA PRIKLU^ NICA TROFAZNA PRIKLU^ NICA SIJALI^ NO MESTO OBI^ EN PREKINUVA^ DVOPOLEN PREKINUVA^ SERISKI PREKINUVA^ NAIZMENI^ EN PREKINUVA^ TELEFONSKA PRIKLU^ NICA RTV PRIKLU^ NICA BOJLER YIDNA LAMBA RAZVODNA TABLA SIGNALNO YVONO PREKINUVA^ ZA YVONO SVETILKA NAD RABOTNA MASA GREALKA KABLOVSKA GLAVA TELEFONSKI APARAT V.V K.V P. \M+3A8AA150/L T.R. \M+3A8AA150/100/90 T.R. \M+3A8AA150/70/90 P. \M+3A8AA150/L T.R. \M+3A8AA150/100/90 V.V K.V P. \M+3A8AA50/L K.R. \M+3A8AA70/50 P. \M+3A8AA70/L R.\M+3A8AA100/70 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L P. \M+3A8AA70/L K \M+3A8AA70/70 T.R. \M+3A8AA70/70/90 K \M+3A8AA70/70 K.R. \M+3A8AA100/70 V.V K.V Detal-VC (podrum) M=1:25 Detal-Bawa (prizemje) M=1:25 Vidovi na sanitarni objekti Broj na sanitarni objekti N Ekvivalenten faktor K (N'=N x \H1.333x;K) \fArial|b1|i0|c0|p34;\U+2211 % na objekti vo funkcija P% Koli~estvo na izliv q\H0.75x;o( l/s ) sadoper 1 2.0 2.0 19.8 0.67 Q= N x \H1.333x;P \H0.75x;x \H1.333x;q\H0.75x;o 100 Q= 1 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 = 0.13 l/sek PRIZEMJE PODRUM KAT MP VC VC BIDE BIDE M M TS TS T.R. \M+3A8AA70/70/90 P. \M+3A8AA50/L P. \M+3A8AA50/L K. \M+3A8AA50/90 P \M+3A8AA70/L T.R. \M+3A8AA70/70 P. \M+3A8AA100/L K. \M+3A8AA100/90 P. \M+3A8AA50/L T.R. \M+3A8AA100/100/90 P. \M+3A8AA100/L P. \M+3A8AA70/L P. \M+3A8AA 100/L P. \M+3A8AA 100/L T.R. \M+3A8AA100/100/90 R.\M+3A8AA100/70 K.R. \M+3A8AA70/50 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L K. \M+3A8AA70/90 T.R. \M+3A8AA70/50/90 K. \M+3A8AA70/90 K. \M+3A8AA 70/90 K.R. \M+3A8AA100/70 P. \M+3A8AA100/L K.R. \M+3A8AA70/50 T.R. \M+3A8AA100/100/90 P. \M+3A8AA70/L K. \M+3A8AA70/90 R.\M+3A8AA100/70 K. \M+3A8AA100/90 P. \M+3A8AA100/L R.\M+3A8AA100/150 K. \M+3A8AA150/90 P. \M+3A8AA150/L M P. \M+3A8AA50/L K. \M+3A8AA50/90 M P. \M+3A8AA50/L K. \M+3A8AA100/90 TS K. \M+3A8AA70/90 K. \M+3A8AA50/90 VC P. \M+3A8AA70/L T.R. \M+3A8AA70/70/90 K. \M+3A8AA70/90 P \M+3A8AA50/L T.R. \M+3A8AA100/100/90 T.R. \M+3A8AA100/100/90 UL.K. K.[. R. \M+3A8AA150 R.\M+3A8AA100/150 P. \M+3A8AA100/L P. \M+3A8AA 150/L SAD P. \M+3A8AA70/L K. \M+3A8AA70/90 T.R. \M+3A8AA100/70/90 P. \M+3A8AA70/L R. \M+3A8AA 150 UL.K. K.[. R. \M+3A8AA 100 Vidovi na sanitarni objekti Broj na sanitarni objekti N Ekvivalenten faktor K (N'=N x \H1.333x;K) \fArial|b1|i0|c0|p34;\U+2211 % na objekti vo funkcija P% Koli~estvo na izliv q\H0.75x;o( l/s ) WC - \kolki 3 6 18 14 2 mijalnici 4 0.5 2 19.8 0.67 2 2 4 0.67 2 0.5 1 0.17 1 2 2 0.67 kadi ma\ina za perewe bide 19.8 19.8 19.8 Q= N x \H1.333x;P \H0.75x;x \H1.333x;q\H0.75x;o 100 Q= 3 x \H1.333x;14 \H0.75x;x \H1.333x;2 100 4 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 2 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 2 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.17 100 1 x \H1.333x;19.8 \H0.75x;x \H1.333x;0.67 100 + + + = + 1.83 l/sek dobieno: \M+3A8AA 100 J=2% se usvojuva napre~en presek: \M+3A8AA 150 J=1.5% se usvojuva napre~en presek: \M+3A8AA 150 J=1.5% PRIZEMJE Tabela 1: Tabela 2: K. \M+3A8AA150/90 V.V K.V K.V P. \M+3A8AA70/L P. \M+3A8AA70/L K. \M+3A8AA150/90 V.V K.V P. \M+3A8AA 0/L K.R. \M+3A8AA70/50 P. \M+3A8AA70/L R.\M+3A8AA100/70 T.R. \M+3A8AA100/100/90 P. \M+3A8AA 100/L V.V K.V Detal-Kujna (prizemje) M=1:25 Detal-Bawa (kat) M=1:25 10 11 KANALIZACIJA 12 KANALIZACIJA 9 8 7 1 2 \A1;290 \A1;900 \A1;435 \A1;465 \A1;950 \A1;470 \A1;480 \A1;900 \A1;950 \A1;30 \A1;405 \A1;30 \A1;115 \A1;30 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 7 7 5 6 1 2 3 4 4 4 4 4 3 2 1 1 1 1 1 \A1;50 \A1;1000 \A1;50 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;1400 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 \A1;900 \A1;30 \A1;405 \A1;30 \A1;405 \A1;30 \A1;1400 \A1;30 \A1;420 \A1;30 \A1;440 \A1;30 \A1;420 \A1;30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 1 1 1 1 1 2 3 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 4 3 2 1 6 5 7 7 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 2 1 3 2 1 L = 89 1/2" L = 42 3/4" L = 43 3/4" L = 78 3/4" L = 125 L = 69 1" L = 64 1" 1" L = 64 1" L = 69 1" L = 102 1" L = 59 1/2" L = 174 1/2" L = 33 1/2" L = 133 3/4" L = 71 3/4" V.V K.V V.V K.V V.V K.V V.V K.V 0.20 0.80 0.20 0.20 0.20 2.00 0.80 1.10 0.80 0.80 89 42 125 69 64 174 33 133 75 71 69 1/2" 3/4" 1/2" 1/2" 3/4" 3/4" 1/2" 3/4" 3/4" 1/2" 3/4" 1" 1" 1/2" 1" 1/2" 1.40 1/2" 102 64 150 UC. 1" 1" 1" 1 2 3 4 5 6 M TU[ BIDE VC M TU[ M BOJL BIDE VC M VC 1 delnica od do 2 do`ina na delnicata L (m') broj EO koli~ina Q (lit/s) otpor na delnicata h (m/m'VS) presek na cevkata \M+3A8AA \fArial|b1|i0|c0|p34;( " ) suma na otpori na delnicata ( 2x5 ) 3 4 5 6 7 1 2 2 3 3 4 4 5 5 6 5.06 3.00 1.34 0.69 8.52 600 2 2 5.5 5.75 6.25 0.354 0.354 0.505 0.612 0.637 0.33 0.33 0.27 0.29 0.32 3/4" 3/4" 1" 1" 1" 1.669 0.99 0.361 0.20 2.726 otpor po celata dol`ina do krajnoto to~e~ko mesto \U+2211\H0.7081x; = 5.946 \fArial|b0|i0|c0|p34;mVS\fMacedonian Helv|b0|i0|c0|p34;\H0.7081x; \fMS Shell Dlg 2|b0|i0|c0|p0;\l 1. Gubitoci vo vertikalen stolb (VS) = 5.946 m\H0.7081x; 2. Gubitoci od vidomer const = 5.00\H0.7081x; 3. Gubitoci od geodetska viso~ina na vertikalen vod /najvisoka to~ka/ h = 5.40 4. Nadpritisok = 5.00\H0.7081x; \U+2211\H0.7081x; \fMacedonian Helv|b0|i0|c0|p34;\H1.412x;= 21.346 mVS ......... 2.13 bar pritisok vo nadvore\na mre`a 30.00 mVS\fMacedonian Helv|b0|i0|c0|p34; ......... 3.0 \fArial|b0|i0|c0|p34;bar vkupno gubitoci 21.34 mVS\fMacedonian Helv|b0|i0|c0|p34; ......... 2.13 \fArial|b0|i0|c0|p34;bar < 3.0 bar 43 78 0.80 1/2" SAD 3/4" 3/4" 0.20 1/2" PRIZEMJE PODRUM KAT 1/2" 480 MP BOJL BOJL 59 Detal-VC (podrum) M=1:25 Detal-Bawa (prizemje) M=1:25 Detal-Kujna (prizemje) M=1:25 Detal-Bawa (kat) M=1:25 4 5 6 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 1\fArial|b0|i0|c0|p34;x0.50= 0.50 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 0.75 EO 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 2\fArial|b0|i0|c0|p34;x0.50= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;3.BIDE..................... 1\fArial|b0|i0|c0|p34;x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;4.TU[....................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;5.MP.......................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 3.50 EO 1.SAD.......................... 1x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 1.00 EO 1.VC.......................... 1x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;2.M............................ 1\fArial|b0|i0|c0|p34;x0.50= 0.50 EO \fMAC C Swiss|b0|i0|c0|p34;3.BIDE..................... 1\fArial|b0|i0|c0|p34;x0.25= 0.25 EO \fMAC C Swiss|b0|i0|c0|p34;4.TU[....................... 1\fArial|b0|i0|c0|p34;x1.00= 1.00 EO \fMAC C Swiss|b0|i0|c0|p34;\C1;\c219;vkupno: 2.00 EO 2.00 EO 5.50 EO 6.25 EO 1.00 EO 6589/6576 \W8.23016; O R C E V A S I L E V / A N D O N O V T O [ E 6589/6576 \W8.23016; O R C E V A S I L E V / A N D O N O V T O [ E 6589/6576 \W8.23016; O R C E V A S I L E V / A N D O N O V T O [ E

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Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
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Tags	autocad, bathroom, block, DWG, einrichtungen, facilities, gas, gesundheit, installation, kitchen, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plumbing, provision, wasser bestimmung, water

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