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Drawings

  1. 1. 347/1 347/2 347/3 1921/8 349/7 413/2 413/1 PEREC 349/6 B 54,3% 13170 60340 19940 45060 36210 2490 23640 10470 32960 9400 14700 A 15050 20140 15150 5060 8900 54,3% 54,3% 54,3% D2DN70 D3 D1DN70 DN100 DN100D4 D5DN90 3,1% 3,1% 2,0% 2,0% PT=-1,310 UT=-1,310 PT=-1,310 UT=-1,310 PT=-0,170 PT=-0,170 DN 80 DN 100 DN 300 MIESTO NAPOJENIA NA DN7533490 13320 DN 75 590 4350 1000 8730 1450 DN 150 MIESTO PRIPOJENIA NA LEGENDA OBJEKTY OPLOTENIE DN150 DN100 DN100 DN100 DN100 DN100 DN150 D H E HRANICA POZEMKU VSTUP DO OBJEKTU D D F 12345678910 ORL DN100 G C E 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:200 BIELY MLYN 1 35,0%
  2. 2. 4140 1150 B01 B01 B01 B01 STENY 700mm B02 B02 B03 B03 B04 B04 B05 B05 B12 B06 B06 B07 B08 B08 B09 B09 B01 B01 B10 B01 B12 B06 B06 B02 B11 B12 B13 B14 B14 B14 B14 B14B14B14 B14 B13 B13 B13 B13B13B13 B25 B25 B25 1.01 1.02 1.03 1.04 1.05 1.061.07 1.09 1.08 B15 B15 B16 B16 B16 B16 B17 B18 B19 B23) B22) B17 B18 B19 B20 B20 B21 B21 B22 B23 B22 B23 PR4 parametreOzn. 300x700x300 (mm) (mm) 0 PR1 PR2 PR3 0300x150x300 100x300x100 200x300x200 0 0 1 1 1 1PRIERAZ STENOU PRIERAZ STENOU PRIERAZ STENOU B24 B24 B24 B25 B13 B13 B13 B26 B26 1.05 1.07 1.06 1.08 1.02 1.01 1.03 1.04 Ozn. VSTUP SILO 1.09 SKLAD S SKLAD OBILIA 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 2 B24 S 5640 1000 2890 1000 2980 1000 5640 20140 96010006990 13170 900 560 700 1820 1200 700 720 700 370 830 20140 20607001900500282028001480 13170 1500(900) 1500(900) 1500(900) 2000 600(1700)600(1700) 750(1750)750(1750) 750(1750) 2300 10003210 500 500(1800) 1500(900) 100200 300 B02 B01 200 1200 440 1080 4000 1200 1890 1200 630 750(1750) 750(1750) 750(1750) 750(1750)750(1750)2450(50) 2450(50)2450(50)2500 700 230 100 230 700 220 2430 220 3410 220 700 3160 380 2880 200 7960700 10640 3630 220 2430 220 700700 3580 6500 770 3740 700 7002100 900 220 45003002800 70028003500700 6500 70025502550 17001140 2020 B07 32003200 B07 200 1000400 2000 16409001310 300 20002020 700 4970 300 16909001970700 2000 3540 1002500 B10 1000 870 2020 220 4350400 300 1750 900 2000 1410 4570 300 2800 300 2820 230 5050 230 3740 230 300 900 B11 700 2400 700 3400 700 4000 700 3800 700 2330 700 300 2800 300 4300 200 4000 200 4860 150 2730 300 1200 900 700 300 1650 900 1250 2000 2000B14 120 120 8902330 40 B27 B27
  3. 3. B01 B01 B08 B02 B01 B01 ZIEB KROVU B02 B03 B04 B05 B06 B07 B09 B10 B11 B12 B13 B08 B03 B03 B09 B01 B10 B11 B14 2.03 B12 2.02 B04 2.01 B14 2.04 B13B13B13 B13 B13 B13B13B13 B13 B13B05 B05 B05 B05 B05 B05 B05 B05 B05 B05 B05B05 B06 B06B06 B07 B07 B07 B07 B07 B07 B07 B07 B02 B14 B12B12 B25 B15 S S 2.02 2.01 2.03 2.04 Ozn. SKLAD VRIEC SKLAD 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 3 9530 1000 3020 1000 5640 20140 96010006990 13170 19101000210010007160 13170 20140 1500(900) 1500(900) 1500(900) 1500(900)1500(900) +3,250 100 200 19960 10003210 1500(900) 2850 200 4230 200 2480 200 100 200 3220 200 100 +3,250 1100 340 1200 1730 2000 1200350 1000(900)1000(900) 700 230 3740 230 700 220 2430 220 3410 220 700 3160 380 2880 200 7960700 10640 700 3630 220 2430 220 700700 3580 6500 740 3740 700 700 760 2100 B13 B11 9002100 900 24101590 150 4880 150100 5180 7940 1700 1000 2170 1000 2010 1000 2330 1500(900) 1000 1500(900) 1500(900) 1500(900) 45003002800300 7006500 30001100600 2000 6500 7004001100260011001300700 20002020 120 120 2660 B16 B16
  4. 4. B01 B01 B02 B03 B04 B01 B02 B03 B04 B05 B06 B07 B06 B06 B06 B05 3.01 B07 S 3.01 Ozn. 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 4 2330 1000 2980 1000 5640 12940 96010001730 7900 7900 12940 1500(900) 1500(900) 1500(900) 700 230 3740 230 700 220 2430 220 3410 220 700 3160 380 200 11540700 +6,250 10003210 1500(900) 700 6500 740 3740 700 700700 B06 760 900 2100 1970 890
  5. 5. DVOJSKLO, Ug f PARAPET=900mm Ug f g Uf g Uf 1.01 1.07 1.091.02 1.05 1.04 1.06 1.08 V 1.03 PARAPET=50mm, Ug f g Uf Plocha 1.05 1.07 1.06 1.08 1.02 1.01 1.03 1.04 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 25,06 11,67 10,08 13,49 85,28 215,02 12,90 13,68 14,57 3,000 3,000 3,000 2,400 1.09 16,03 BAR 2,400 3,000 3,000 3,000 3,000 P2 P2 P2 P1 P2 P1 P1 P1 P1 S SCHODISKO 7,91 - P3 SKLAD KU KUCHYNI V 4,43 - - -- Ker. sokel 1,7m - - - Ker. sokel 0,1m 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 5 S g f 2340 1230 820 2090 250 1230 820 28601230820 8201230 250 2120 5780 1000 2970 1000 3060 1000 5780 20340 100010007130 13370 1080 2200 780 2200 1940 4000 780 3800 780 2200 970 20340 22007001940700296028001680 13370 1500(900) 1500(900) 1500(900) 2000 600(1700)600(1700) 750(1750)750(1750) 750(1750) 2450(50)2450(50) 50 1200 50 1200 50 1200 5050 2100 50 50 1700 50 23807403850420 420 390 260 2200 120 180 440 2200 300 180 730 740 4000 740 3800 560 180 2200 150 390 420 420 2890 180 2930 180 5040 180 2700 420 720 180 1680 900 180 2580 1700 760 180 190 3540 1590 180 2700350 2000 2020 2500 420 2800 230 4000 230 3910 230 3740 230 3710 820 79407402980 190 1680 190 1900420 420 3730 190 190 1480 190 15230 5470 420420880 180 1500 220 740 220 2430 220 2120 220 820 250 1040 64704204960740 158014101530 150 400 4950 4970 1410 190 1930 190 2800 3520 2110 700320 2020 240 700 2020 2300 900 2202020 350900 250220 2020 N01 N02 N03 N01 N01 N01 N02 N03 N04 N04 N02 N04 N05 N06 N07 N06 N07 N02 N08 N08 N09 N09 N08 N09 N10 N10 N11 N10 N11 N10 N12N13 N11 N12 N13 N14 N09 N09 N09 N09 N15 N15 N15 N15 N16 N16N16 N16 N16 N16 N17 N17 N17 N17N18 N19 N18 N19 N20 N22 N21 N20 N21 N22 N23 N23 N23 N23 N23N23 N23 N23 N23 N24 N25 N24 N24 N24N24 N24 N24 N24 N24 N24N24 N24 N24 N24 N14 N14 N14 N14 N25N25 N25N25 N26 N26 N26 N27 N27 N05 N02 N09 N09 +1,800 10003310 500 500(1800) 900890 1500(900) 11001070 2000 2500 2000
  6. 6. 2.01 2.03 2.02 V Ug f hr.=250mm =1050x1700mm g Uf ROZMERMI 180x200mm S N01 N01 N09 N09 N09 N01 N02 N02 N01 N01 N01 N03 N05 N04 N03 N04 N05 N06 N06N06 N06 N07 N06 N06 N06 N06 N02 N02 N02N06 N06 N08 N09 N10 N10 N10 N10 N09 N09 N09 N09 N09 N09 N09 N11 N11 N12 N12 N12 N12 N12 N01 N13 N13 N13 N13 N14 N14 N15 N08 N16 N14 N15 N16 N17 N17 N18 N18 N19 N19 N07 N07 N20 N21 N21 N22 N22 Plocha 2.03 2.01 2.04 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 63,97 218,25 60,29 44,24 2,700 2,700 2,700 P1 P1 P1 S SCHODISKO 7,91 - P3 V 4,43 - - -- - - - 20,68 2,200 2.02 15,57 2,000 P1 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 6 2080 1230 820 2090 250 1230 820 26001230820 8201230 250 2120 26407405100 260 79407406870420 9670 1000 3060 1000 5780 20340 10001000328010002930 13370 20501000218010007300 13370 20340 8560 1500 300 1500 1140 1500 300 1500 4120 1500(900) 1500(900) 750(900) 1500(900)1500(900) 1500(900)1500(900) 750(900) 750(900) 750(900) +4,950 +3,300 +3,300 2800 3820 740 150 2220 230 340 230 3710 230 420 400 820330 1100 2000 270 270 7020 300 230 3980 230 4620 230 3170 270 270 5630 150 12480 270 270 7020 300 230 4440 230 4160 230 2940 230 270 270 2120 150 2800740 220 2430 220 3410 220 820 700 790 2000 80011001270820 2020 14207404690 220 270 220 6870 11540 19780 6440 51006470 N20 N08 N08 10003310 1500(900) 1100370 2000 1200 770 1000(900) 1200 150 1000(900) v=3000mm v=1100mm N07 v=1100mm
  7. 7. 3.01 V PARAPET=900mm, Ug f S N01 N01 N02 N01 N02 N03 N04 N05N03 N05 N04 N01 N06 N06 N06 N06 N06 N07 N07 N08 N08 N08 N08 N08 Plocha 3.01 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 60,29 72,63 P1 S SCHODISKO 7,91 - P3 V 4,43 - - -- - - - 2,700 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 7 2470 1000 3060 1000 5780 13140 100010001870 8100 8100 13140 1500(900) 1500(900) 1500(900) 820 3570 230 3740 230 3710 820 820 220 2430 220 3410 220 820 31604002880 150 7910820 260 2080 1230 820 2090 250 1230 820 2840820820 8201230 250 2120 +4,950 +6,300 11480 10003310 1500(900) 23701230
  8. 8. 1.01 1.07 1.09 1.02 1.05 1.04 1.06 1.08 V 1.03 A A B B Plocha 1.05 1.07 1.06 1.08 1.02 1.01 1.03 1.04 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 25,06 11,67 10,08 13,49 85,28 215,02 12,90 13,68 14,57 3,000 3,000 3,000 2,400 1.09 16,03 BAR 2,400 3,000 3,000 3,000 3,000 P2 P2 P2 P1 P2 P1 P1 P1 P1 S SCHODISKO 7,91 - P3 SKLAD KU KUCHYNI S V 4,43 - - -- Ker. sokel 1,7m - - - PR4 parametreOzn. 300x700x300 (mm) (mm) 0 PR1 PR2 PR3 0300x150x300 100x300x100 200x300x200 0 0 1 1 1 1 PR1PR2 PR4 PR3 PRIERAZ STENOU PRIERAZ STENOU PRIERAZ STENOU DREVO REZIVO PEVNOSTNEJ TRIEDY C24 150 mm OD PODLAHY SKLADBY STIEN , hr.=4mm , hr.=4mm ST1 ST1 ST1 ST2 ST2 ST2 ST3 ST4 ST4 ST5 ST5 ST5 ST5 ST4 ST4 ST3 ST3 O1 P1 K1 O1 P1 K1 O1 P1 K1P2O2K2P2O2K2 O3 P3 K3 O3 P3 K3 O3 P3 K3ZS1 ZS2 D1 P D2 P D3 D3 P D4 P D5 P D6 P D6 D6 D6 P Z2 P Z1 P Z3 P Z3 Z4 P Z5 P Z6 P Z6 P Z6 Z6 KP4 10x KP1 4x KP1 4x KP1 2x KP1 2x KP1 2x KP1 2x KP1 2x KP1 2x KP3 4x KP3 4x KP3 4x OP2 2x OP1 2x OP1 4x ZA1 ZA2 Ker. sokel 0,1m KO KO PR ZA ZS ZV O K P SDK D PIS V ST KP Z ZV2 ZV4 ZV1 ZV3 PIS PIS PIS PIS PIS s.v.2400mm ST6 1 12 13 22 SDK 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 8 2340 1230 820 2090 250 1230 820 28601230820 8201230 250 2120 +1,800 5780 1000 2970 1000 3060 1000 5780 20340 532010007130 13370 1080 2200 780 2200 1940 4000 780 3800 780 2200 970 20340 22007002480700296028001680 13370 1500(1200) 1500(1200) 1500(1200) 2000 600(1700)600(1700) 750(1750)750(1750) 750(1750) 50 1200 50 1200 50 1200 5050 2100 50 50 1700 50 23807403850420 420 390 260 2200 120 180 440 2200 300 180 730 740 4000 740 3800 560 180 2200 150 390 420 420 2890 180 2930 180 5040 180 2700 420 2880 180 1680 900 180 2580 1700 760 180 190 3540 1590 180 2700350 2020 2020 2500 420 2800 230 4000 230 3910 230 3740 230 3710 820 79407402980 190 1680 190 1900420 420 3730 190 190 1480 190 15230 5470 4204202680 180 1500 220 740 220 2430 220 2120 220 820 250 1040 64704204960740 158014101530 150 400 4950 4970 1410 190 1930 190 2800 3520 2110 700320 2020 240 700 2020 2300 900 2202020 350900 250220 2020 LDP LDP LDP 2450(50) 2450(50) 2500 1550 1650 v.o.2400mm v.o.2400mm v.o.2400mm v.o.2400mm 2,0% 2,0% 2,0% 2,0% 550 550 550 550
  9. 9. 2.04 2.01 2.03 A A B B V S Plocha 2.03 2.01 2.04 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 63,97 218,25 60,29 44,24 2,700 2,700 2,700 P1 P1 P1 S SCHODISKO 7,91 - P3 V 4,43 - - -- - - - 20,68 2,200 ST1 ST1 ST2 ST3 ST3 ST6 ST3 ST8 ST8 ST7 O1 P1 K1 O1 P1 K1 O1P1bK1O1P1K1 O1K1O1P1aK1 O4 P4 K4 O4 P4 K4 O4 P4 K4 O4 P4 K4 Z7 Z7 P1a KP2 10xKP2 4x KP2 10xKP2 4x ZA1 ZA3 ST9 2.02 2.02 15,57 2,000 P1 D6 P Z6 P KO 11 12 1 20 KO ZA O K P D V ST KP Z SKLADBY STIEN 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 9 2080 1230 820 2090 250 1230 820 26001230820 8201230 250 2120 26407405100 260 79407406870420 9670 1000 3060 1000 5780 20340 53101000328010002930 13370 20501000218010007300 13370 20340 8560 1500 300 1500 1140 1500 300 1500 4120 1500(900) 1500(900) 750(900) 1500(900)1500(900) 1500(900)1500(900) 750(900) 750(900) 750(900) +4,950 +3,300 +3,300 2800 3840 740 150 3600 230 2310 230 3710 230 420 400 820330 1100 2020 270 270 7020 300 230 3980 230 4620 230 3170 270 270 5630 150 12480 270 270 7020 300 230 4440 230 4160 230 2940 230 270 270 2120 150 2800740 220 2430 220 3410 220 820 700 790 2000 80011001270820 2020 29207401820 220 270 220 6870 11540 19780 6440 51006470 DREVO REZIVO PEVNOSTNEJ TRIEDY C24 1550 1650 220 2650 5100
  10. 10. 3.01 A A B B V S Plocha 3.01 Ozn. Stena[m] Podlaha Ozn. Druh podlahy Strop 60,29 72,63 P1 S SCHODISKO 7,91 - P3 V 4,43 - - -- - - - 2,700 ST1 ST1 ST1 ST1 O1 P1 K1 O1 P1 K1 O1P1K1 KP2 10x ZA1 ZA4 ZA3 KO ST6 11 12 1 20 KO ZA O K P V ST KP SKLADBY STIEN HandPutz, hr.=15mm 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 10 2470 1000 3060 1000 5780 13140 531010001870 8100 8100 13140 1500(900) 1500(900) 1500(900) 820 3570 230 3740 230 3710 820 820 220 2430 220 3410 220 820 31604002880 150 7910820 260 2080 1230 820 2090 250 1230 820 284023701230820820 8201230 250 2120 +4,950 +6,300 11480 DREVO REZIVO PEVNOSTNEJ TRIEDY C24 1550 1650
  11. 11. KO ZA ZV O K P V KP 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 11 ZA4 ZA1 ZV2 ZV4 ZV1 ZV3 ZV2ZV2 ZV4 ZV3 V O5 O5 O5 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 P1 P1 P1 P1P1 K1 K1 K1 K1 K1 K1 KO KO KO ST1 ST1 ST3 ST10 ST10 ST10 PP SKLADBY STIEN Baumit SilikatTOP, hr.=3mm hr.=5mm Baumit SilikatTOP, hr.=3mm hr.=5mm HandPutz, hr.=15mm Baumit SilikatTOP, hr.=3mm hr.3mm hr.=3mm Baumit SilikatTOP, hr.=3mm ST1 ST3 ST7 ST6 ST2 ST10 ST10 ST10 ST8 ST8 ST8 ST7 ST3 ST1 10xKP2 10xKP2 4xKP2 2xKP1 2xKP1 2xKP1 PP PP PP - OSB DOSKY, hr.=18mm - P - P - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm SKLADBY STRIECH KONTRALATY, Bramac Tescon Baumit NHL HandPutz, hr.=15mm KONTRALATY, Bramac Tescon, hr.=50mm roof, hr.=60mm KROKVA,ROZMERY: 260x120mm S1 S1 S1 S2 S1 S1 PO5 PO5 PO5 PO5 S1 PO5 PO5 PO4 PO4 PO4 PO3 270 70 450 900 900 900 900 900 900 70 270 70 1000 1000 900 900 900 900 900 900 900 900 900 900 900 500 70 270 270 230 140 2500 140 140 140 3180 140 140 270 820 140 140 140 3280 140 140 140 3180 140 140 140 3180 140 140 140 410 270 510 6790 790 11500 820 340 400 4002170 270 7020 270 12560 270 270 270 27070 450 900 900 900 900 900 900 210 610 1000 900 900 900 900 900 900 900 900 900 900 620 210 900900 70 140 650 210 790 310 690 210 690 210 690 210 690 210 690 210 690 210 690 210 690 210 690 210 690 210 690 210 410 140 70 140 600 160 140 160 3240 160 140 160 3140 160 140 160 3140 160 140 160 600 270 20340 13370 150 5005000310 200 280 1330 140 1720 140 1720 140 1280340 200 280 500 150 270 82064707905000 270 24406006306002210 1000(1100)1000(1100) 340 200 280 500 150 1280 140 1720 140 1720 140 1330 280200 3102260 140 2600 270 500 150 ST6 A A C C 900 REZ B-B REZC-C REZA-A B B DREVO REZIVO PEVNOSTNEJ TRIEDY C24 270 B H KROKVA 160x140mm A C VZPERKA 100x80mm E G F D I A 160x140 B 140x140 C 100x80D 160x50 E 160x140 F 140x110 G 160x140 H 160x140 I 80x80 G 160x140 G 160x140 A 160x140 B 140x140 C 100x80D 160x50 E 160x140 F 140x110 G 160x140 H 160x140 I 80x80 G 160x140 G 160x140 J KROKVA 260x120mm E160x140 G160x140 G160x140 A160x140 B140x140 C100x80 D160x50 F140x110 H160x140 I80x80 G160x140 J260x120 G160x140 E160x140 G160x140 G160x140 A160x140 B140x140 C100x80 D160x50 F140x110 H160x140 I80x80 G160x140 G160x140 A160x140 B140x140 C100x80 E160x140 F140x110 G160x140 H160x140 I80x80 A 160x140 A 160x140 B 140x140 B 140x140 A 160x140 B 140x140 C 100x80 C 100x80 C 100x80 D 160x50 D 160x50 E 160x140 E 160x140 E 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 G 160x140 H 160x140 H 160x140 H 160x140 J 260x120 I 80x80 I 80x80 I 80x80 I 80x80 I 80x80I 80x80 I 80x80 I 80x80 +6,300+6,350 +9,730 +9,350 +12,730 +6,300 +9,200 +6,200 +6,200 +6,350 +9,980 +12,970 +13,700 +6,200 +9,200 +9,920 +9,920 +6,650 +12,970 +6,200 +9,350 +9,980 +7,860 +6,350 +6,350 +9,350 +6,200 +9,200 +12,970 +13,700 +7,870 +10,860+10,860 +6,300 +6,350 +9,350 +6,300 +12,350 +7,860 ZMENA SKLONU STRECHY 35,0% 37601500 0,5% 0,5% 0,5% 0,5% 35,0%54,3% 54,3%54,3% 54,3%54,3% 54,3% OPL OPL OPL OPL +12,730 +9,730
  12. 12. KO ZV 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 12 ZV1 ZV4 ZV3 KO SKLADBY STRIECH KONTRALATY, Bramac Tescon KONTRALATY, Bramac Tescon, hr.=50mm roof, hr.=60mm KROKVA,ROZMERY: 260x120mm S1 S2 S1 S1 S1 S1 S1 +12,730 +9,730 +9,980 +12,970 +13,700 +7,080 +12,970 +12,970 +10,860 +7,080 +6,890 +9,890 +12,970 +13,540 +7,870 +10,860+10,860 +10,860 KO ZV2 ZV4 ZV1 ZV3 OPL OPL OPL OK OPL 35,0% 54,3%54,3% 54,3%54,3% 54,3% 54,3% 54,3% 54,3%54,3% 54,3%54,3% 54,3%54,3% 0,5% 0,5% 0,5% 0,5% OK +10,860 +10,860+7,860 +12,970 +12,970 +9,980 +7,860 +5,230 +10,860 +10,860 +7,870+7,870 +12,350+9,350 +6,350 +12,310 +13,540 +11,950 +9,890+6,890 +7,080+4,900 OPL OPL OPL OPL OPL OPL OPL OPL ZV2 OPL OPL OPL KO ZV1 ZV2 OPL KO OK ZV3 ZV4 +13,540 +7,860+7,860 +7,870 +5,230 +6,890 +9,890 +7,080 +4,900 20420270 7020 270 12560 270 20420 270 7020 270 12560 270 14280 540950427095025309502530950540 14280 540950427095025309502530950540 459055504140 96904590 140 780 500780 +13,730 S2 S1 +12,730 +9,730 VP VP 70 3530 +9,980 300 500 500 500
  13. 13. VYSOKEJ HUSTOTY D PODKLADOCH Ceresit CM 17 SUPER FLEX, hr.=12mm VYSOKEJ HUSTOTY D S ROZMERMI: 65x50mm S1 S1 KO ZA O K P V KP 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 13 SKLADBY STIEN SilikatTOP, hr.=3mm hr.=3mm hr.=3mm hr.=3mm - OSB DOSKY, hr.=18mm - P - P - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm SKLADBY STRIECH KONTRALATY, Bramac Tescon Baumit NHL HandPutz, hr.=15mm CLT DREVO PEVNOSTNEJ TRIEDY GL24h DREVO REZIVO PEVNOSTNEJ TRIEDY C24 , hr.=4mm SDK PIS LDP S ROZMERMI: 110x50mm ZA4 V O5 O1 O1 O1 O1 O1 O1O1 P1 P1 P1 K1 K1 KO ST1 ST1 ST3 ST10 ST10 ST10 ST6 ST2 10xKP2 10xKP2 4xKP2 2xKP1 PO5 PO5 PO5 PO4 PO4 P1 P1 P1 P1P1 O1 O1O1 P1 K1 10xKP4 D1 P Z1 P D Z PO4PO4 PO1PO2 ST1 ST2 ST2 ST3 ST5 ST6 ST6 PO1 PO3 PO3 EP2EP1 PIS SDK ZA2 ZA3 O2 P1a P2 K1 K2 4xKP1 LDP 700 230 12970 42701500150022002000 9970 4270150019006001700 EP2 3300300030503000350800 800 200 2750 250 120 100 2450 250 12080 100 2450 250 12080 150 2720 280 80 12001500300 200100 9001500300 200100 9001500300 200150 330030503000 7002500 2750 250 12080 100 2450 250 12080 150 2720 280 2200 250 2200 250 2200 250 2500 250 350800 800 200 130 2400350 250 200 100 2450 250 200 15065 65100 100 22 130 22 550 2670 550 3400 1000 3210 550 3530 3030 840 1000 1300 1300 800 - 550 50 100290 100 50 100290 100 550 250 3080 250 270250 5801000 238 990 250 +3,300 +3,300 +6,300+6,350 +9,350 +1,800 +4,950 +6,300 +9,200 +6,200 +6,200 +3,200 -0,150-0,150 +3,200 +3,300 +6,350 +9,980 +12,970 +13,700 1400 400 +3,200 +6,200 +9,200 +9,920 +9,920 +6,650 +12,970 -1,760 -0,760 1500 OPL OPL OPL OPL +9,730 +12,730 Murovacia malta 100, hr.=15mm
  14. 14. SKLADBY STIEN Baumit SilikatTOP, hr.=3mm hr.=5mm Baumit SilikatTOP, hr.=3mm hr.=5mm Baumit SilikatTOP, hr.=3mm Baumit SilikatTOP, hr.=3mm hr.3mm hr.=3mm Baumit SilikatTOP, hr.=3mm - OSB DOSKY, hr.=18mm - P - P - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm SKLADBY STRIECH Tuning FOL-K CM 17 SUPER FLEX, hr.=12mm KO ZA O K P KP 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 14 PP CLT DREVO PEVNOSTNEJ TRIEDY GL24h DREVO REZIVO PEVNOSTNEJ TRIEDY C24 VYSOKEJ HUSTOTY D HRANOLOV S ROZMERMI: ST1 ST1 ST1 ST3 ST3 ST6 ST6 ST6 ST7 ST8 ST10 ST10ST10 S1 S1 S1 PO1 PO1 PO1 PO3 PO3 PO3 PO3 PO3 PO3 PO4 PO4PO4 PO5 PO5 PO5 EP2 EP1 ZA2 ZA3 ZA1 ZA1 ZA4 O1 O1 O1 K1 K1 K1 P1 P1 P1 KO P P P O4 P4 K4 ZS2 ZS OP1 4x OP ST8 ZV ZV4 ZV2 D Z D3Z3 D6 P Z6 P ST9 +3,300 +6,350 +9,350 +3,200 +6,200 +9,200 +12,970 +13,700 +7,870 +10,860 +10,860 +6,300 +3,300 -0,150 -0,150-0,150 +3,300 +6,350 +9,350 +6,300 +3,300 +1,800 +4,950 10x150x260 11x150x260 1 11 12 22 1 10 11 20 6730 178075017002450 50 550 50100290 100+12,350 45012720 300 150 1200150015001500150015004020 550 4650 1000 2140 550 3470 1000 1000 3160-1,760 800 1300 600 1300 1300 330030503000 3000 12080 100 2700 12080 150 2720 280 350 200 130 22 33003050 3000 12080 100 2700 12080 150 350 200 130 22 353010202100 180 120 10002000350 1420 230 16501270 230 15002700 200150 - OPL OPL OPL +12,730 -0,760 Baumit Murovacia malta 100, hr.=15mm
  15. 15. 1 2 2 3 4 6 99 9 9 7 10 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 8 11 11 11 7 10 8 7 10 8 7 8 11 11 11 1 2 2 12 9 9 9 9 13 12 13 346 5 346 5 346 5 346 5 346 5 346 5 346 5 4 5 3 5 3 3 5 1 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 3 4 6 5 1 1 1 2 2 2 2 2 2 2 2 9 9 9 9 9 9 9 9 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 14 14 14 14 14 14 14 14 14 3 4 15 15 4 15 16 16 +12,730 +3,300 +6,350 +9,730 +9,980 +12,970 +13,700 +11,950 +3,300 +6,350 +9,350 +9,730 +12,970 +12,730 +13,700 +3,300 +6,350 +12,970 +13,700 10 +10,860 +7,870 +5,230 +7,860 9,980 +10,860 +13,700 +10,860 +7,870 +3,300 +6,350 +12,970 +10,860 0,000 = 163,0 m n.m. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:50 BIELY MLYN 15 1 2 3 4 5 6 7 8 10 9 11 +9,980
  16. 16. 250410238 300 180 150 60 1500 460 60 460 60 460 6060 60 max 625 mm max 625 mm max 625 mm KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:10, 1:5 BIELY MLYN 16 DETAIL CDETAIL BDETAIL A DETAIL D - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm SKLOTEXTILNEJ W/(m.K) NHL HandPutz, hr.=15mm FARBA VYSOKEJ HUSTOTY D PODKLADOCH Ceresit CM 17 SUPER FLEX, hr.=12mm VYSOKEJ HUSTOTY D hr.=80mm, Baumit NHL HandPutz, hr.=15mm Baumit NHL HandPutz, hr.=15mm , hr.=4mm hr.=10mm Baumit Baumacol Basic, hr.=3mm 200x500mm, hr.=10mm REZ B-B M 1:600 REZ A-A M 1:600 1 - 5 - PURENIT LI rken Delta-MS, 29 - DREVOSKRUTKA ROTHOBLAAS 140x6,0, KOTVENIE 32 - DREVOSKRUTKA ROTHOBLAAS 100x6,0 47 - KOTVENIE OKNA 57 - 4xKER. PREKLAD POROTHERM KP7, ROZMER: 238x70mm 62 - DREVOSKRUTKA ROTHOBLAAS 40x4,0 63 - 64 - DREVOSKRUTKA ROTHOBLAAS 360x8,0 DETAIL A M 1:5, 1:10 DETAIL SOKLA DETAIL A M 1:5 REZ DETAIL B M 1:5 DETAIL C M 1:10 DETAIL D DETAIL NAPOJENIA STROPU M 1:10 DETAIL E DETAIL OKNA V DREVENEJ STENE PO1 1 2 3 54 8 7 6 10 11 12 149 EP2 15 16 1713 18 19 20 21 22 19 EP1 17 16 ST2 PO2 23 ST5 PO1PO2 25 26 24 124 PO2 24 25 ST2 27 2 ST7 ST7 28 29 30 32 33 34 32 47 4 45 44 43 4039383736 42 41 50 44 4 58 31 47 43 42 5132535432 52 34 55 29 28 11 3736 34 34 4 416 PROSTRIEDOK MEDZERA SKLO ST2 ST10 PO4 59 60 61 62 63 64 65 200250 57 56 36 37 49 46 56 42 39 48 46 49 35 M 1:2 59 11 DETAIL E2 M 1:2 DETAIL PARAPETU DETAIL E1 M 1:2 DETAIL E3 DETAIL E4 DETAIL E
  17. 17. KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:10, 1:5 BIELY MLYN 17 DETAIL C DETAIL A DETAIL B - OSB DOSKY, hr.=18mm - P - P - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm P DORYS 2.NP M 1:600 ST8 ST8 ST7 ST3 PO4PO4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 15 16 18 19 22 23 8 9 24 21 20 17 20 13 2 1 5 8 1 5 8 25 26 27 28 29 30 31 DETAIL C M 1:10 DETAIL NAPOJENIA V P DORYSE DETAIL C1 M 1:10 DETAIL NAPOJENIA V P DETAIL C2 M 1:10 12 13 13 14 11 32 1 5 32 1 14 13 13 9 32 1 5 34 9 DETAIL C5 M 1:10 1100 1100 3470 2500 2800 900 41703000 4400 DETAIL C3 DETAIL C4 M 1:10 ST8 ST7ST7 25 26 30 27 35 31 38 36 36 37 ST8 ST7ST7 25 38 39 41 40 30 27 36 36 37 27 2642 ST8 ST7ST7 25 39 35 31 30 27 36 36 37 264231 ST8 ST10 43 44 ST8 ST2 ST3 28 11 12 33 11 12 33 32 DETAIL A DETAIL A M 1:5 P DORYS DETAIL A M 1:5 DETAIL C4 M 1:10 P DORYS DETAIL C4 M 1:10 DETAIL B M 1:10 M 1:5 P DORYS DETAIL B M 1:5 DETAIL B 1 - 2 - DREVOSKRUTKA ROTHOBLAAS 280x8,0 NA KOTVENIE 7 - DREVOSKRUTKA ROTHOBLAAS 300x8,0 NA KOTVENIE 9 - 10 - hr.=100mm KU MUROVANEJ STENE LI 17 - DREVOSKRUTKA ROTHOBLAAS 40x4,0 NA KOTVENIE POMOCNEJ 19 - DREVOSKRUTKA ROTHOBLAAS 40x4,0 NA UCHYTENIE KONZOLY: 200x60mm 23 - DREVENEJ CLT STENE 29 - DREVOSKRUTKA ROTHOBLAAS 200x8,0 NA VYTVORENIE MUROVANEJ STENE 35 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE 36 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE 37 - DREVOSKRUTKA ROTHOBLAAS 110x8,0 NA UCHYTENIE 38 - DREVOSKRUTKA ROTHOBLAAS 120x5,0 NA KOTVENIE DREVENEJ CLT STENE Steico Protect hr.60mm 41 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE ST8 36 37 36 ST7 38 30 41 27 2625 3140 38 13 11 33 13 33 13 11 1000 33 21 13 43 +10,470 +4,400 +3,300 +5,400 +7,870 M 1:10 +6,300
  18. 18. 200250 REZ C-C DETAIL C DETAIL B REZ A-A DETAIL A M 1:600 M 1:600 KROKVA,ROZMERY: 260x120mm - OSB DOSKY, hr.=18mm - P - P - OSB DOSKY, hr.=18mm - OSB DOSKY, hr.=18mm - P - P 250mm S1 S2 PO5 ST3 1 2 3 4 5 6 7 891011 12 13 14 15 16 16 17 18 19 DETAIL C M 1:10 a 1:5 DETAIL KROKVY ZATEPLENEJ STRECHY S2 DETAIL B M 1:10 a 1:5 DETAIL STRECHY PRI OKAPE S2 ST7 15 21 22 23 24 25 26 2728 28 27 29 30 31 32 33 34 35 36 38 39 37 40 42 41 41 42 43 44 45 DETAIL A M 1:10 a 1:5 DETAIL NAPOJENIA DREVENEJ STENY PO4 ST7 ST2 21 22 23 8 46 4 3 2 1 47 47 48 49 50 51 52 DREVOSKRUTKY ROTHOBLAAS 380x8,0 260x8,0 14 - LEPENKA A400 PROFILU NA STENE A STROPE 18 - KROKVA S ROZMERMI 260x120mm 20 - DREVOSKRUTKA ROTHOBLAAS 140x4,0 NA KOTVENIE LI VYTVORENIU 26 - DREVOSKRUTKA ROTHOBLAAS 30x4,0 NA KOTVENIE L-PROFILU 28 - DREVOSKRUTKA ROTHOBLAAS 50x4,0 NA KOTVENIE PODBITIA 20 220 250 150 60 320 200 150 250 130 260 30 200 300 33 - OPLECHOVANIE OKAPU 34 - KROKVA 160x140mm 35 - DREVOSKRUTKA ROTHOBLAAS 380x8,0 NA KOTVENIE KROKVY DO DREVENEJ STENY Z CLT hr.=100mm 39 - DREVOSKRUTKA ROTHOBLAAS 130x5,0 NA KOTVENIE DREVOSKRUTKY ROTHOBLAAS 90x5,0 ZAIZOLOVANIE STRECHY POD MEDZIKROKVOVOU 42 - DREVOSKRUTKA ROTHOBLAAS 220x6,0 NA KOTVENIE 43 - KONTRALATY S ROZMERMI 80x100mm Bramac Tescon ROZMERMI 100x60mm hr.=40mm FOL-K 120x5,0 100 60 100 44 53 54 DETAIL C2 M 1:10 DETAIL NAPOJENIA KROKVY DETAIL C1 M 1:5 DETAIL NAPOJENIA STRECHY 55 DETAIL B3 M 1:10 DETAIL NAPOJENIA KROKVY DETAIL B2 M 1:2 DETAIL A1 M 1:5 DETAIL PRI PODLAHE DETAIL A2 M 1:10 DETAIL NAPOJENIA STENY DETAIL B1 M 1:5 DETAIL KONTRALATY 56 M 1:10 REZ DETAIL A2 M 1:10 P DETAIL A2 300 300 KONZULTANT: PROJEKT: DRUH DOKUMENTU: (PROFESIA) INVESTOR: DOKUMENT: MIERKA: LIST: II. AKP STU 1:10, 1:5, 1:2 BIELY MLYN 18

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