Apartment Building, Concrete Structures, Masonry – – Lativia DWG Full Project for AutoCAD

Residential apartment building. Design scheme with a partial images of concrete frames and masonry details. Detailed plans and units. Detailed designed foundations; reinforced concrete beams; columns; balconies, elements. The completed project. Live load 1.95 kn/m2; snow load 1.68 kn/m2; dead load – all with safety factors.

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

box, concrete time, pcs. step mm, and the project, just with, from the project and the performance rule, with latvian, and regulations, design to do with latvia, before considering the company’s technical, put in, reinforcement given without cuttings and, do not connect, connecting length, reinforcement wall., holes with extra with, no length min, rules., from and, Do not miss any construction, or design projects., with concrete construction achieved, admit, n.p.k., summary, the title, pcs., iii, vii, viii, and the project, just with, from the project and the performance rule, with latvian, and regulations, design to do with latvia, before considering the company’s technical, put in, reinforcement given without cuttings and, do not connect, connecting length, reinforcement wall., holes with extra with, no length min, rules., from and, Do not miss any construction, or design projects., with concrete construction achieved, reinforcement, iii, vii, viii, and the project, just with, from the project and the performance rule, with latvian, and regulations, design to do with latvia, before considering the company’s technical, put in, reinforcement given without cuttings and, do not connect, connecting length, reinforcement wall., holes with extra with, no length min, rules., from and, Do not miss any construction, or design projects., with concrete construction achieved, reinforcement, iii, vii, viii, the title, summary, see, mass, alone, brand, gost, aiii, aiii, the title, summary, see, mass, alone, brand, gost, aiii, aiii

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\A1;1200 \A1;500 \A1;1200 \A1;1200 \A1;1200 \A1;200 \A1;200 \A1;680 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;1200 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;650 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;4950 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;500 \A1;1150 \A1;500 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;500 \A1;1200 \A1;1200 \A1;1200 \A1;200 \A1;200 \A1;680 \A1;200 \A1;200 \A1;1200 \A1;700 \A1;250 \A1;1200 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;700 \A1;450 \A1;500 \A1;500 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;250 \A1;125 \A1;125 \A1;125 \A1;175 \A1;125 \A1;125 \A1;125 \A1;175 \A1;175 \A1;125 \A1;300 \A1;125 \A1;175 \A1;300 \A1;3040 \A1;1480 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;150 \A1;200 \A1;125 \A1;75 \A1;200 \A1;125 \A1;75 \A1;200 \A1;125 \A1;75 \A1;200 \A1;125 \A1;75 \A1;200 \A1;125 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\A1;220 \A1;220 \A1;220 \A1;130 \A1;130 \A1;130 \A1;180 \A1;1575 \A1;1575 \A1;3150 \A1;3150 \A1;3150 \A1;1575 \A1;1575 \A1;1575 \A1;1575 \A1;130 \A1;2850 \A1;220 \A1;80 \A1;2850 \A1;220 \A1;80 \A1;2850 \A1;220 \A1;80 \A1;2850 \A1;3150 \A1;3150 \A1;3150 \A1;3070 \A1;2930 \A1;2930 \A1;2930 \A1;2980 \A1;2930 \A1;2930 \A1;2930 \A1;2980 \A1;2465 \A1;2055 \A1;1445 \A1;2890 \A1;2890 \A1;260 \A1;260 \A1;260 \A1;4425 \A1;450 \A1;750 \A1;60 \A1;200 \A1;1600 \A1;1625 \A1;300 \A1;300 \A1;1640 20 12 2000 222 292 44 40 60 32 6 12 10 280 280 18 18 244 10.5 R24 500 100 1200 160 14 12 400 350 160 220 1495 505 20 222 242 44 40 60 32 6 20 7210 522 262 32 66 542 262 32 66 262 212 56 262 262 56 20 20 40 1430 100 2470 102 20 20 48 1430 100 2470 104 4000 4000 4000 20 20 40 500 100 2400 102 20 20 48 500 100 2400 104 3000 3000 3000 6 6 6 6 1390 105 1495 505 20 R20 R40 6975 105 7210 130 20 6975 105 7210 130 20 522 262 32 66 20 20 140 490 55 35 580 35 50 50 35 150 300 65 65 150 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;7850 \A1;50 \A1;7850 \A1;875 \A1;875 \A1;100 \A1;100 \A1;125 \A1;125 \A1;125 \A1;175 \A1;175 \A1;125 \A1;300 \A1;125 \A1;175 \A1;300 4500 1200 4500 1200 4500 1200 4500 1200 \A1;1800 \A1;850 \A1;2650 \A1;1800 \A1;850 \A1;2655 4500 1200 4500 1200 \A1;5250 \A1;5250 \A1;7810 \A1;7810 \A1;1600 \A1;5200 \A1;1600 \A1;5200 1390 105 1495 505 20 R20 R40 6975 105 7210 130 20 6975 105 7210 130 20 542 262 32 66 20 20 140 510 35 35 580 35 50 50 35 150 300 65 65 150 \A1;70 \A1;240 \A1;300 \A1;1880 \A1;2830 \A1;169 \A1;180 \A1;250 \A1;180 \A1;300 \A1;164 \A1;300 \A1;158 \A1;180 \A1;300 \A1;158 \A1;180 \A1;300 \A1;158 \A1;180 \A1;300 \A1;158 \A1;180 \A1;180 \A1;300 \A1;158 \A1;180 \A1;2130 \A1;1680 \A1;1680 \A1;680 \A1;680 \A1;680 \A1;180 \A1;30 \A1;16 \A1;270 \A1;\U+220512 \A1;270 \A1;270 \A1;320 \A1;12 \A1;185 \A1;2433 \A1;250 \A1;50 \A1;220 \A1;200 \A1;450 \A1;2500 \A1;200 \A1;450 \A1;2500 \A1;200 \A1;450 \A1;2500 \A1;190 \A1;1150 \A1;195 \A1;220 \A1;12 \A1;238 \A1;3 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\A1;3 \A1;12 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;178 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;12 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;3 \A1;238 \A1;101 \A1;101 2200 1000 1900 6000 5100 1200 \A1;250 \A1;150 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;680 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;250 \A1;125 \A1;175 \A1;125 \A1;175 \A1;175 \A1;125 \A1;300 \A1;125 \A1;175 \A1;300 \A1;3040 \A1;1480 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 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PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. 5 5 15 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 F P\U+0100RSEGUMA PL\U+0100NS atz. -0.190 LAP\U+0100 BK-35 7. N.P.K. APZ\U+012AM\U+0112JUMS 1. 3. 4. 5. 6. S – 1 MATERI\U+0100LU KOPSAVILKUMS NOSAUKUMS SKAITS, gab. PIEZ\U+012AMES 2. 2 8. LAP\U+0100 BK-36 S – 2 6 LAP\U+0100 BK-37 S – 3 4 LAP\U+0100 BK-38 S – 4 2 LAP\U+0100 BK-39 S – 5 3 LAP\U+0100 BK-39 S – 6 2 LAP\U+0100 BK-39 S – 7 3 LAP\U+0100 BK-4\fTahoma|b0|i0|c186|p34;0 S – 8 1 VI IX IX I I III III II IV IV VI V V VII VII VIII VIII II II S – 1 S – 2 S – 2 S – 3 S – 3 S – 3 S – 3 S – 2 S – 2 S – 2 S – 2A S – 2 S – 2A S – 1 S – 4 S – 4 S – 4.1 S – 4.1 S – 5.1 S – 5.2 S – 5.1 S – 5 S – 5.3 S – 5 S – 6 S – 6 S – 6.1 S – 6.1 S – 7 S – 7 S – 7 S – 7.1 S – 7.1 S – 7.1 S – 8 S – 9 S – 9 S – 9 S – 10 S – 10 S – 10 S – 10 13. LAP\U+0100 BK-43 S – \fTahoma|b0|i0|c0|p34;9\fTahoma|b0|i0|c186|p34; 3 14. LAP\U+0100 BK-43 S – \fTahoma|b0|i0|c0|p34;10\fTahoma|b0|i0|c186|p34; 4 15. LAP\U+0100 BK-4\fTahoma|b0|i0|c186|p34;3 S – 2\fTahoma|b0|i0|c0|p34;A 2 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. 5 5 15 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 F P\U+0100RSEGUMA APAK\U+0160A STIEGROJUMA PL\U+0100NS VI IX IX I I III III II IV IV VI V V VII VII VIII VIII II II 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. 5 5 15 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 F P\U+0100RSEGUMA AUG\U+0160A STIEGROJUMA PL\U+0100NS VI IX IX I I III III II IV IV VI V V VII VII VIII VIII II II 5 BK-34 BK-44 BK-45 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d16, s.200 d16, s.200 d16, s.200 d16, s.200 d16, s.200 d16, s.200 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Nosaukums MATERI\U+0100LU KOPSAVILKUMS Sk. masa kg Vien. Marka GOST 5781-82 d10 AIII L=14315.1 m 1 2 – ” – Kop\U+0101 kg 0.617 8840 kg 9040 d16 AIII L=125 m 1.578 198 kg Apz\U+012Bm\U+0113jums Piez\U+012Bmes Nosaukums MATERI\U+0100LU KOPSAVILKUMS Sk. masa kg Vien. Marka GOST 5781-82 d10 AIII L=12140 m 1 2 Kop\U+0101 kg 0.617 7490 kg 8295 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 – ” – d16 AIII L=510 m 1.578 805 kg 5 5 5 d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 d10, s.200 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 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 Apak\U+0161\U+0113jais stiegrojums Aug\U+0161\U+0113jais stiegrojums Kop\U+0101 kg 9040 Kop\U+0101 kg 17335 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 d10, s.200 5 5 5 5 5 5 BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA 5 5 5 5 BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA 5 5 5 5 BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETON\U+0112\U+0160ANAS ROBE\U+017DA BETONS B30 m3 223.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 5 5 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 5 5 15 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 A B C D E J G H K F 5 5 5 5 5 5 D E J G H K F 5 5 5 5 5 5 D E J G H K F C B A 5 5 5 5 5 5 5 5 5 D E J G H K F D GRIEZUMS V – V GRIEZUMS VI – VI GRIEZUMS VII – VII GRIEZUMS VIII – VIII GRIEZUMS IX – IX 5 5 5 5 5 5 D E J G H K F C B A 5 5 5 5 5 5 5 5 5 D E J G H K F 5 5 5 5 5 5 D E J G H K F GRIEZUMS I – I GRIEZUMS III – III GRIEZUMS II – II GRIEZUMS IV – IV Sistema Sika Combiflex Elast\U+012Bga starplika Putuplasts FS-12 Sika Bottningslist Mastika “Sika Construction-D” uz grunts “Sika Primer-3” pamata Sistema Sika Combiflex Elast\U+012Bga starplika Putuplasts FS-12 Sika Bottningslist Mastika “Sika Construction-D” uz grunts “Sika Primer-3” pamata Sistema Sika Combiflex Elast\U+012Bga starplika Putuplasts FS-12 Sika Bottningslist Mastika “Sika Construction-D” uz grunts “Sika Primer-3” pamata Sistema Sika Combiflex Elast\U+012Bga starplika Putuplasts FS-12 Sika Bottningslist Mastika “Sika Construction-D” uz grunts “Sika Primer-3” pamata 5 BK-33 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 -3.1\fTahoma|b0|i0|c186|p34;70 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 Ekstrud\U+0113ts putupolisterols 5 Deform\U+0101cijas \U+0161uve 5 5 Pl\U+0113ve 5 5 Ekstrud\U+0113ts putupolisterols 5 Deform\U+0101cijas \U+0161uve 5 5 Pl\U+0113ve 3d16 AIII BLOK 1 5 5 5 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 1 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 2 BLOK 3 BLOK 3 BLOK 3 BLOK 3 5 5 5 5 5 5 5 5 5 5 5 5 L=3.45 m 3d16 AIII L=3.45 m Aptvere d10 AIII , 16gab. L=1.3 m s.150mm 2d12 AIII L=3.45 m 3d16 AIII L=2.70 m 3d16 AIII L=2.70 m Aptvere d10 AIII , 11gab. L=1.3 m s.150mm 2d12 AIII L=2.70 m 2d16 AIII L=1.70 m 2d16 AIII L=1.70 m 2d12 AIII L=1.70 m Aptvere d10 AIII , 8 gab. L=1.5 m s.150mm NOTIEK PROJEKT\U+0112\U+0160ANA 5 5 5 5 d10 AIII\fArial|b0|i0|c186|p34; L=1590\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;S.200 IZ\fArial|b0|i0|c0|p34;LAIDNIS NO SIENA – PARSEGUM\fArial|b0|i0|c186|p34;\U+0100 UZST\U+0100D\U+012AT PA VISU \U+0112KAS PERIMETRU UN K\U+0100P\U+0145U TELPAS 5 d10, s.200 5 5 11. 9. 10. 12. S – 4.1 2 LAP\U+0100 BK-41 S – 5.1 3 LAP\U+0100 BK-41 S – 6.1 2 LAP\U+0100 BK-41 S – 7.1 3 LAP\U+0100 BK-42 5 5 5 5 5 5 5 5 5 5 5 5 200 200 5 5 200 200 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 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2460\fArial|b0|i0|c186|p34; mm (1006 gab.) d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2\fArial|b0|i0|c186|p34;1\fArial|b0|i0|c0|p34;60\fArial|b0|i0|c186|p34; mm (726 gab.) d8 AIII L=1940\fArial|b0|i0|c186|p34; mm (60 gab.) d8 AIII L=1540\fArial|b0|i0|c186|p34; mm (72 gab.) 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 5 390 5 5 d12 AIII L=2910\fArial|b0|i0|c186|p34; mm (272 gab.) d12 AIII L=2720\fArial|b0|i0|c186|p34; mm (148 gab.) 5 5 5 5 604 5 5 5 d10 AIII L=2180\fArial|b0|i0|c186|p34; mm (258 gab.) 1750 5 5 5 5 d28 AIII L=2000\fArial|b0|i0|c186|p34; mm (60 gab.) d16 AIII L=1700\fArial|b0|i0|c186|p34; mm (10 gab.) 600 600 470 470 510 5 5 5 5 d16 AIII L=2650 mm (34 gab.) 500 5 5 870 5 5 5 5 500 5 5 5 5 5 5 5 d25 AIII L=3300 mm (24 gab.) d25 AIII L=3160 mm (24 gab.) 5 5 5 5 5 5 5 5 d12 AIII L=3080 mm (27 gab.) 5 5 5 5 5 5 5 5 d12 AIII L=3270 mm (27 gab.) 14764 kg – Obshij objem sterznej 28 diametra (osnovnaja rabo4aja armatura BALOK) – posle optimizacii\C0;. d28 AIII INFORMACIJA – ZAKAZIVAT’ NE TREBUETSJA, VES’ OBJOM EST’ NA STROJ. PLO6ADKE!!!! 587 kg – Obshij objem sterznej 12 diametra (konstruktivnaja armatura BALOK) – posle optimizacii\C0;. d12 AIII INFORMACIJA – PROVERIT’ PO MOEMU ZAKAZIVAT’ NE TREBUETSJA, VES’ OBJOM EST’ NA STROJ. PLO6ADKE!!!! 5 5 238 kg – Obshij objem sterznej 20 diametra (dopolnitelnaja armatura BALOK) – posle optimizacii\C0;. d20 AIII INFORMACIJA – 96 m 5 LAPA 1/2 Ispolzovanie: S – 1 S – 2 S – 2A S – 3 Ispolzovanie: S – 2 S – 2A S – 3 S – 8 Ispolzovanie: S – 9 Ispolzovanie: S – 10 Ispolzovanie: S – 4 Ispolzovanie: S – 5 S – 6 S – 4 S – 5 S – 6 5 5 5 5 5 676 5 5 5 5 5 676 5 5 5 5 5 5 5 676 5 5 5 5 676 5 5 390 5 5 d12 AIII L=2910\fArial|b0|i0|c186|p34; mm (272 gab.) d12 AIII L=2720\fArial|b0|i0|c186|p34; mm (148 gab.) Ispolzovanie: S – 4.1 Ispolzovanie: S – 5.1 S – 6.1 S – 4.1 S – 5.1 S – 6.1 Ispolzovanie: S – 7 S – 7.1 S – 5.2 S – 5.3 Ispolzovanie: S – 2 S – 2A Ispolzovanie: S – 4 S – 5 S – 6 Ispolzovanie: S – 4.1 S – 5.1 S – 6.1 Ispolzovanie: S – 7 S – 5.3 Ispolzovanie: S – 7.1 S – 5.2 S – 10 Ispolzovanie: S – 7 Ispolzovanie: S – 7.1 S – 5.2 S – 5.3 348 kg – sterzni 28 diametra (dopolnitelnaja rabo4aja armatura BALOK S-5, 5.1, 5.2, 5.3, 6, 6.1 – dlja perehoda balki 6irinoj 60 cm na kolonnu 40*40 cm) – posle optimizacii\C0;. d28 AIII\fArial|b0|i0|c186|p34; – 48 (gab.) – L=72 m 5 1500 INFORMACIJA – 72 m M 1:20 1 2 3 4 5 8 10 12 6 7 9 11 13 14 15 16 17 18 20 19 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K LAP\U+0100 BK-3 7. N.P.K. APZ\U+012AM\U+0112JUMS 1. 3. 4. 5. 6. MP – 1 MATERI\U+0100LU KOPSAVILKUMS NOSAUKUMS SKAITS, gab. PIEZ\U+012AMES 2. 4 8. LAP\U+0100 BK-4 MP – 2 8 LAP\U+0100 BK-5 MP – 3 7 LAP\U+0100 BK-6 MP – 4 4 LAP\U+0100 BK-7 MP – 5 4 LAP\U+0100 BK-8 MP – 6 8 LAP\U+0100 BK-9 MP – 7 2 LAP\U+0100 BK-10 MP – 8 6 LAP\U+0100 BK-11 MP – 9 2 LAP\U+0100 BK-12 MP – 10 2 LAP\U+0100 BK-13 LAP\U+0100 BK-14 LAP\U+0100 BK-15 LAP\U+0100 BK-16 LAP\U+0100 BK-17 9. 10. 11. 12. 13. 14. 15. 5 5 15 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 F PAMATU PL\U+0100NS 5 5 5 5 MR – 1 4. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 MR – 1 ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 MR – 2 8. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 MR – 3 7. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 MR – 4 ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 4. gab. MR – 6 8. gab. ,apak\U+0161.atz. \fArial|b0|i0|c204|p34;\C256;-3.620 MR – 5 4. gab. ,apak\U+0161.atz. \fArial|b0|i0|c204|p34;\C256;-3.620 MR – 12 ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 1. gab. MR – 11 ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.770 1. gab. MR – 13 8. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.620 MR – 7 2. gab. ,apak\U+0161.atz. \fArial|b0|i0|c204|p34;\C256;-3.620 MR – 7 ,apak\U+0161.atz. \fArial|b0|i0|c204|p34;\C256;-3.620 MR – 8 ,apak\U+0161.atz. \fArial|b0|i0|c204|p34;\C256;-3.620 MR – 8 6. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.620 MR – 9 ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.620 2. gab. LMR-7 LMR-1 LMR-1 LMR-1 LMR-1 LMR-1 LMR-1 LMR-7 LMR-1 LMR-1 LMR-2 LMR-2 LMR-3 LMR-3 LMR-3 LMR-3 LMR-3 LMR-3 LMR-3 LMR-3 LMR-4 LMR-4 LMR-4 LMR-4 LMR-4 LMR-4 LMR-4 LMR-4 LMR-5 LMR-5 LMR-5 LMR-5 LMR-5 LMR-5 LMR-4 LMR-4 LMR-6 LMR-6 LMR-6 LMR-5 LMR-5 LMR-5 LMR-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 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 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 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 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 1930 3430 5 5 5 5 1930 3430 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 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 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 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 LMR-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16. LAP\U+0100 BK-18 LAP\U+0100 BK-19 LAP\U+0100 BK-20 LAP\U+0100 BK-21 35.6 m LAP\U+0100 BK-22 27\fTahoma|b0|i0|c186|p34;.0 m 24.\fTahoma|b0|i0|c0|p34;5\fTahoma|b0|i0|c186|p34; m 3.5 m 17. 18. 19. 20. MP – 11 MP – 12\fTahoma|b0|i0|c186|p34; MP – 13 LMP – 1 LMP – \fTahoma|b0|i0|c0|p34;2 LMP – \fTahoma|b0|i0|c0|p34;3 LMP – \fTahoma|b0|i0|c0|p34;4 LMP – \fTahoma|b0|i0|c0|p34;5 LMP – \fTahoma|b0|i0|c0|p34;6 LMP – \fTahoma|b0|i0|c0|p34;7 24.3 m 61.6 m 41.6 m 1 1 8 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 VI I I III III II II IV IV VI V V VII VII VIII VIII 5 5 5 5 5 5 5 5 5 5 5 5 5 MR – 10 1. gab. ,apak\U+0161.atz. \C256;-\fArial|b0|i0|c204|p34;3.620 5 LMR-2a LMR-2 21. LAP\U+0100 BK-23 LMP – \fTahoma|b0|i0|c0|p34;2a 2.5 m 5 5 5 5 5 5 5 5 A A Deform\U+0101cijas \U+0161uve 20 mm 1. Par relat\U+012Bvo atz\U+012Bmi 0,000 pie\U+0146emts pirm\U+0101 st\U+0101va gr\U+012Bdas l\U+012Bmenis, kas atbilsts \U+0123ener\U+0101l\U+0101 6. Savienojot stiegras minim\U+0101lais p\U+0101rlaiduma garums 30d (izvietot ar savstarp\U+0113jo nob\U+012Bdi). p\U+0101rst\U+0101vi lai pie\U+0146emtu l\U+0113mumu par pamata uzb\U+016Bvi (\U+0123eometrisku izm\U+0113ru kori\U+0123\U+0113\U+0161ana, pamata p\U+0113das 8. Gad\U+012Bjumos, ja grunts apst\U+0101k\U+013Ci at\U+0161\U+0137\U+012Bras no pie\U+0146emtiem projekt\U+0101, vajag aicin\U+0101t SIA “Engineering Union” Vien\U+0101 \U+0161\U+0137\U+0113rsgriezum\U+0101 dr\U+012Bkst savienot ne vair\U+0101k k\U+0101 50% no stiegr\U+0101m. 7. Stiegrojumu savienot, sienot. dz\U+012B\U+013Cuma labo\U+0161ana). rupjgraudainai un vid\U+0113ji rupjai smiltij – 16,5 kN/m3, smalkgraudainai – 16,0 kN/m3. mastik\U+0101. Vertik\U+0101l\U+0101 hidroizol\U+0101cija – izol\U+0113t ar karstu bitumenu div\U+0101s k\U+0101rt\U+0101s pa auksto bitumena 4. Horizont\U+0101lo hidroizol\U+0101ciju izb\U+016Bv\U+0113t uz nol\U+012Bdzin\U+0101tas virsmas no div\U+0101m ruberoida k\U+0101rt\U+0101m bitumena 5. Stiegrojums dots bez atgriezumiem un savstarp\U+0113jiem p\U+0101rlaidumiem. grunt\U+0113jumu uz nol\U+012Bdzin\U+0101tas virsmas. Var pielietot Sia “STARDUKKO” hidroizol\U+0101cijas materi\U+0101lu “FLEXIGUM”. 2. B\U+016Bvlaukuma hidro\U+0123eolo\U+0123iskie apst\U+0101kli pe\U+0146emti saska\U+0146\U+0101 ar in\U+017Eenier\U+0123eolo\U+0123isk\U+0101s izmekl\U+0113\U+0161anas ne vair\U+0101k par 3%, smilti pa k\U+0101rt\U+0101m nobliet\U+0113jot l\U+012Bdz grunts skeleta bl\U+012Bvumam: 3. Pab\U+0113rumiem, aizb\U+0113r\U+0161anai zem gr\U+012Bd\U+0101m, starpsien\U+0101m, j\U+0101lieto nesasalusi smilts optim\U+0101l\U+0101 mitrum\U+0101 ar organikas saturu datiem, ko veikusi SIA “VIDES GEO” 2006. gada. pl\U+0101na atz\U+012Bmei 11.800. NOR\U+0100D\U+012AJUMI 9. Monol\U+012Btos pamatus beton\U+0113t uz 20cm biezas nobliet\U+0113tas \U+0161\U+0137embu k\U+0101rtas. 10. Savlaic\U+012Bgi ier\U+012Bkot komunik\U+0101ciju elementus viet\U+0101s, kur t\U+0101s \U+0161\U+0137\U+0113rso pamatus. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -1) MR – 1 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 53.4 12-AIII 47.5 Stiegrs 16-AIII 1.578 10.1 1600 4 6.4 0.888 Izlaidni Betons B25 1.80 m 3 \U+0160\U+0137embas 1.16 m 3 Pl\U+0113ve t=0.2 mm 5.76 m 2 ( 4. gab. ) 7.2 m 3 4.64 m 3 23.04 m 2 327.0 kg 13.3 12-AIII 11.81 Stiegrs 0.888 12.8 12-AIII 11.40 Stiegrs 0.888 530 24 81.75 Kopa; NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. ( 4. gab. ) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MR – 1 I I I – I 5 5 5 5 750 5 5 5 5 5 SIETS 12/12/150/150 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.970 G.\U+016A.L. 8.400 (BAS) -0.9\fTahoma|b0|i0|c186|p34;70 -3.7\fTahoma|b0|i0|c186|p34;70 BETONS B25, F100, W6 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme MAX. G.\U+016A.L. 7.800 (BAS) MIN. d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 d6 AIII L=1400 mm (3 gab.) \U+0160\U+0136EMBAS IZLAIDNI d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 PL\U+0112VE t=0.2 mm AIII SIETS 12/12/30\fTahoma|b0|i0|c186|p34;0/\fTahoma|b0|i0|c0|p34;30\fTahoma|b0|i0|c186|p34;0 AIII d12, L=530mm AIII 24 gab. 5 5 5 5 5 5 5 272 5 5 272 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -2) MR – 2 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 64.8 12-AIII 57.6 Stiegrs 0.888 Izlaidni Betons B25 2.7 m 3 \U+0160\U+0137embas 1.57 m 3 Pl\U+0113ve t=0.2 mm 4.84 m 2 ( 10. gab. ) 27.0 m 3 15.7 m 3 48.4 m 2 1042.0 kg 20.8 12-AIII 18.50 Stiegrs 0.888 19.08 12-AIII 17.00 Stiegrs 0.888 530 36 16-AIII 1.578 10.1 1600 4 6.4 104.2 ( 8. gab. ) MR – 2 5 5 5 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 I – I 5 5 5 5 750 5 5 5 5 5 SIETS 12\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;2\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;0\fTahoma|b0|i0|c186|p34;0/1\fTahoma|b0|i0|c0|p34;0\fTahoma|b0|i0|c186|p34;0 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS 5 5 BETONS B25, F100, W6 PL\U+0112VE t=0.2 mm AIII -3.970 -3.7\fTahoma|b0|i0|c186|p34;70 -0.9\fTahoma|b0|i0|c186|p34;70 d12, L=530mm 36 gab. SIETS 12/12/30\fTahoma|b0|i0|c186|p34;0/\fTahoma|b0|i0|c0|p34;30\fTahoma|b0|i0|c186|p34;0 AIII 5 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -3) MR – 3 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 58.9 12-AIII 52.2 Stiegrs 0.888 Izlaidni Betons B25 2.00 m 3 \U+0160\U+0137embas 1.25 m 3 Pl\U+0113ve t=0.2 mm 6.25 m 2 ( 7. gab. ) 14.0 m 3 8.75 m 3 43.8 m 2 605.2 kg 12-AIII Stiegrs 0.888 12-AIII Stiegrs 0.888 530 24 13.3 11.81 12.8 11.40 16-AIII 1.578 10.1 1600 4 6.4 86.45 ( 7. gab. ) MR – 3 5 5 5 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 I – I 5 5 5 5 750 5 5 5 5 5 SIETS 12/12/150/150 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 PL\U+0112VE t=0.2 mm AIII -3.970 -3.7\fTahoma|b0|i0|c186|p34;70 -0.9\fTahoma|b0|i0|c186|p34;70 d12, L=530mm 24 gab. SIETS 12/12/30\fTahoma|b0|i0|c186|p34;0/\fTahoma|b0|i0|c0|p34;30\fTahoma|b0|i0|c186|p34;0 AIII 5 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 5 5 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -4) MR – 4 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 90.2 16-AIII 142.3 Stiegrs 1.578 Izlaidni Betons B25 3.23 m 3 \U+0160\U+0137embas 1.80 m 3 Pl\U+0113ve t=0.2 mm 9.00 m 2 ( 2. gab. ) 6.46 m 3 3.60 m 3 18.0 m 2 442.2 kg 27.02 12-AIII 24.00 Stiegrs 0.888 26.5 12-AIII 23.53 Stiegrs 0.888 530 50 16-AIII 1.578 30.3 1600 12 19.2 221.1 ( 4. gab. ) MR – 4 5 5 5 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 I – I 5 5 5 5 750 5 5 5 5 5 SIETS 16/16/150/150 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 PL\U+0112VE t=0.2 mm AIII -3.970 -3.7\fTahoma|b0|i0|c186|p34;70 -0.9\fTahoma|b0|i0|c186|p34;70 d12, L=530mm 50 gab. d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;12\fArial|b0|i0|c186|p34; gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 5 5 50 SIETS 12/12/30\fTahoma|b0|i0|c186|p34;0/\fTahoma|b0|i0|c0|p34;30\fTahoma|b0|i0|c186|p34;0 AIII L=16\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;12\fArial|b0|i0|c186|p34; gab.) IZLAIDNI 5 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -5) MR – 5 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 22.5 12-AIII 20.0 Stiegrs 0.888 Izlaidni Betons B25 1.02 m 3 \U+0160\U+0137embas 0.73 m 3 Pl\U+0113ve t=0.2 mm 3.61 m 2 ( 4. gab. ) 4.08 m 3 2.92 m 3 14.5 m 2 124.2 kg 16-AIII 1.578 10.1 1600 4 6.4 31.03 ( 4. gab. ) MR – 5 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 II II I – I 5 5 750 5 5 5 5 5 SIETS 12/12/200/200 -3.1\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 AIII PL\U+0112VE t=0.2 mm -0.9\fTahoma|b0|i0|c186|p34;70 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -6) MR – 6 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 17.0 12-AIII 15.1 Stiegrs 0.888 Izlaidni Betons B25 0.77 m 3 \U+0160\U+0137embas 0.58 m 3 Pl\U+0113ve t=0.2 mm 2.90 m 2 ( 8. gab. ) 6.16 m 3 4.64 m 3 23.2 m 2 210.0 kg 16-AIII 1.578 10.1 1600 4 6.4 26.13 ( 8. gab. ) MR – 6 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 II II III III I – I 5 5 750 5 5 5 5 5 SIETS 12/12/200/200 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 AIII PL\U+0112VE t=0.2 mm -0.9\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 5 5 5 13 gab. solis 200 mm 5 5 5 5 5 d10 AIII, \fTahoma|b0|i0|c0|p34;L=810mm, 14 gab. 360 5 UPN 140, C275, L=2750mm Kf=6 mm (2\fArial|b0|i0|c186|p34; gab.) SAPLAKSNIS, b=20mm (2\fArial|b0|i0|c186|p34; gab.) SAPLAKSNIS, b=20mm d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 CINKOTS d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -7) MR – 7 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 19.2 12-AIII 17.05 Stiegrs 0.888 Izlaidni Betons B25 0.87 m 3 \U+0160\U+0137embas 0.64 m 3 Pl\U+0113ve t=0.2 mm 3.2 m 2 ( 2. gab. ) 1.74 m 3 1.28 m 3 6.4 m 2 56.2 kg 16-AIII 1.578 10.1 1600 4 6.4 28.08 ( 2. gab. ) MR – 7 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 5 I – I I – I 5 5 750 5 5 5 5 5 SIETS 12/12/200/200 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 AIII PL\U+0112VE t=0.2 mm -0.9\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -8) MR – 8 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 28.8 12-AIII 25.6 Stiegrs 0.888 Izlaidni Betons B25 1.30 m 3 \U+0160\U+0137embas 0.88 m 3 Pl\U+0113ve t=0.2 mm 4.4 m 2 ( 5. gab. ) 6.85 m 3 4.40 m 3 22.0 m 2 183.2 kg 16-AIII 1.578 10.1 1600 4 6.4 36.63 ( 6. gab. ) MR – 8 5 5 5 5 5 5 5 I I 5 5 5 5 5 5 5 5 5 I – I 5 5 750 5 5 5 5 5 SIETS 12/12/200/200 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 AIII PL\U+0112VE t=0.2 mm -0.9\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -9) MR – 9 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 96.04 16-AIII 151.6 Stiegrs 1.578 Izlaidni Betons B25 3.24 m 3 \U+0160\U+0137embas 1.92 m 3 Pl\U+0113ve t=0.2 mm 9.20 m 2 ( 2. gab. ) 3.90 m 3 2.24 m 3 12.32 m 2 345.5 kg 16-AIII 1.578 20.2 1600 8 12.8 172.7 5 5 5 1930 5 3430 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ( 2. gab. ) MR – 9 I I I – I 5 5 750 5 5 5 5 5 SIETS 16\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;6\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;5\fTahoma|b0|i0|c186|p34;0/1\fTahoma|b0|i0|c0|p34;5\fTahoma|b0|i0|c186|p34;0 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 PL\U+0112VE t=0.2 mm AIII -3.820 -3.62\fTahoma|b0|i0|c186|p34;0 -0.9\fTahoma|b0|i0|c186|p34;70 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c186|p34; gab.) IZLAIDNI 5 5 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR – 10) MR – 10 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 58.9 12-AIII 52.2 Stiegrs 0.888 Izlaidni Betons B25 2.00 m 3 \U+0160\U+0137embas 1.25 m 3 Pl\U+0113ve t=0.2 mm 6.25 m 2 ( 7. gab. ) 14.0 m 3 8.75 m 3 43.8 m 2 443.1 kg 16-AIII 1.578 10.1 1600 4 6.4 63.3 ( 1. gab. ) MR – 10 5 5 5 5 5 5 I I 5 5 5 5 5 5 I – I 5 5 750 5 5 5 5 5 SIETS 12/12/150/150 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 5 5 PL\U+0112VE t=0.2 mm AIII -3.820 -3.62\fTahoma|b0|i0|c186|p34;0 -0.9\fTahoma|b0|i0|c186|p34;70 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -11) MR – 11 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 86.7 16-AIII 136.8 Stiegrs 1.578 Izlaidni Betons B25 3.80 m 3 \U+0160\U+0137embas 1.74 m 3 Pl\U+0113ve t=0.2 mm 8.70 m 2 ( 1. gab. ) 3.36 m 3 1.56 m 3 7.8 m 2 157.9 kg 16-AIII 1.578 20.2 1600 8 12.8 157.9 ( 1. gab. ) MR – 11 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 I I I I II II I – I 5 5 750 5 5 5 5 5 SIETS 16/16/150/150 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm 5 5 -3.970 -3.7\fTahoma|b0|i0|c186|p34;70 -0.9\fTahoma|b0|i0|c186|p34;70 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 5 5 d16 AIII d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -12) MR – 12 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 105.4 166.4 Stiegrs Izlaidni Betons B25 4.74 m 3 \U+0160\U+0137embas 2.09 m 3 Pl\U+0113ve t=0.2 mm 10.5 m 2 16-AIII 1.578 ( 1. gab. ) 4.20 m 3 1.88 m 3 9.40 m 2 187.5 kg 16-AIII 1.578 20.2 1600 8 12.8 187.5 ( 1. gab. ) MR – 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 5 5 5 5 5 5 5 5 5 I I I I II II I – I 5 5 750 5 5 5 5 5 SIETS 16/16/150/150 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm 5 5 -3.970 -3.7\fTahoma|b0|i0|c186|p34;70 -0.9\fTahoma|b0|i0|c186|p34;70 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (MR -13) MR – 13 6-AIII 0.222 0.933 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 1400 3 4.2 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 43.2 38.4 Stiegrs Izlaidni Betons B25 1.46 m 3 \U+0160\U+0137embas 0.97 m 3 Pl\U+0113ve t=0.2 mm 4.9 m 2 12-AIII 0.888 ( 8. gab. ) 12.2 m 3 7.76 m 3 39.2 m 2 395.5 kg 16-AIII 1.578 10.1 1600 4 6.4 49.4 5 5 5 5 5 5 5 5 5 5 5 5 ( 8. gab. ) MR – 13 I I I – I 5 5 750 5 5 5 SIETS 16\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;6\fTahoma|b0|i0|c186|p34;/1\fTahoma|b0|i0|c0|p34;5\fTahoma|b0|i0|c186|p34;0/1\fTahoma|b0|i0|c0|p34;5\fTahoma|b0|i0|c186|p34;0 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. \U+0160\U+0136EMBAS BETONS B25, F100, W6 AIII 5 5 PL\U+0112VE t=0.2 mm -3.820 -3.62\fTahoma|b0|i0|c186|p34;0 d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) 350 1250 IZLAIDNI -0.9\fTahoma|b0|i0|c186|p34;70 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme d6 AIII L=1400 mm (3 gab.) 5 5 5 L=16\fArial|b0|i0|c186|p34;00 mm (4 gab.) IZLAIDNI 5 5 d16 AIII G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -1) LMR – 1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 5.0 12-AIII 4.44 Stiegrs 0.888 Betons B25 0.12 m 3 \U+0160\U+0137embas 0.16 m 3 Pl\U+0113ve t=0.2 mm 1.12 m 2 9.10 12-AIII 8.22 Izlaidni 0.888 1850 5 ( L = 27.1 m ) 3.25 m 3 4.34 m 3 30.36 m 2 344.2 kg 12.70 ( L = 27.1 m ) LMR – 1 5 5 5 5 5 5 I I I – I 5 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. SIETS 12/12/200/200 \U+0160\U+0136EMBAS BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm -0.9\fTahoma|b0|i0|c186|p34;70 d12 AIII L=185\fArial|b0|i0|c186|p34;0 mm s.200 IZLAIDNI 830 5 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -2) LMR – 2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 2.0 12-AIII 1.78 Stiegrs 0.888 Betons B25 0.12 m 3 \U+0160\U+0137embas 0.16 m 3 Pl\U+0113ve t=0.2 mm 1.12 m 2 9.10 12-AIII 8.08 Izlaidni 0.888 1820 5 Stiegrs 6-AIII 0.222 1.28 1150 5 5.75 Aptv\U+0113re ( L = 59.0 m ) 7.08 m 3 9.44 m 3 66.1 m 2 1215.4 kg 6.0 16-AIII 9.46 1.578 20.6 LMR – 2 5 5 5 5 5 5 I I I – I 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. d=12mm 2.gab d12 AIII L=1820 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm 5 5 d6 AIII L=115\fArial|b0|i0|c186|p34;0 mm \fArial|b0|i0|c0|p34;s.200 -0.9\fTahoma|b0|i0|c186|p34;70 d=16mm 6.gab -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme ( L = 59.0 m ) G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -2a) LMR – 2a kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 2.0 12-AIII 1.78 Stiegrs 0.888 Betons B25 0.12 m 3 \U+0160\U+0137embas 0.16 m 3 Pl\U+0113ve t=0.2 mm 1.12 m 2 9.10 12-AIII 8.08 Izlaidni 0.888 1820 5 Stiegrs 6-AIII 0.222 1.28 1150 5 5.75 Aptv\U+0113re ( L = 2.5 m ) 0.3 m 3 0.4 m 3 2.8 m 2 51.5 kg 6.0 16-AIII 9.46 1.578 20.6 ( L = 2.5 m ) LMR – 2a 5 5 5 5 5 5 I I I – I 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. d=12mm 2.gab d12 AIII L=1820 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm 5 5 d6 AIII L=115\fArial|b0|i0|c186|p34;0 mm \fArial|b0|i0|c0|p34;s.200 -0.9\fTahoma|b0|i0|c186|p34;70 d=16mm 6.gab -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -3) LMR – 3 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 12.0 12-AIII 10.66 Stiegrs 0.888 Betons B25 0.54 m 3 \U+0160\U+0137embas 0.32 m 3 Pl\U+0113ve t=0.2 mm 1.6 m 2 Izlaidni ( L = 41.6 m ) 22.5 m 3 13.3 m 3 66.6 m 2 841.0 kg 10.75 12-AIII 9.55 0.888 2150 5 20.2 LMR – 3 ( L = 41.6 m ) I I I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 600 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. SIETS 12/12/200/200 d12 AIII L=215\fArial|b0|i0|c186|p34;0 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 PL\U+0112VE t=0.2 mm 5 5 -0.9\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -4) LMR – 4 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 5 12-AIII 4.44 Stiegrs 0.888 Betons B25 0.18 m 3 \U+0160\U+0137embas 0.20 m 3 Pl\U+0113ve t=0.2 mm 1.12 m 2 9.10 12-AIII 8.08 Izlaidni 0.888 1820 5 ( L = 35.6 m ) 6.40 m 3 7.12 m 3 39.9 m 2 446.0 kg 12.52 LMR – 4 ( L = 35.6 m ) I I I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. SIETS 12/12/200/200 d12 AIII L=1820 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 PL\U+0112VE t=0.2 mm 5 5 -0.9\fTahoma|b0|i0|c186|p34;70 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -5) LMR – 5 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 4.0 12-AIII 3.56 Stiegrs 0.888 Betons B25 0.36 m 3 \U+0160\U+0137embas 0.24 m 3 Pl\U+0113ve t=0.2 mm 1.20 m 2 10.75 12-AIII 9.55 Izlaidni 0.888 2150 5 ( L = 27.0 m ) 9.72 m 3 6.48 m 3 32.4 m 2 354.2 kg 13.12 LMR – 5 ( L = 27.1 m ) I I I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 MAX. MIN. SIETS 12/12/200/200 d12 AIII L=215\fArial|b0|i0|c186|p34;0 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 PL\U+0112VE t=0.2 mm 5 5 -0.9\fTahoma|b0|i0|c186|p34;70 -3.82\fTahoma|b0|i0|c186|p34;0 -3.62\fTahoma|b0|i0|c186|p34;0 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme 5 5 5 G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -6) LMR – 6 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 13.0 12-AIII 11.55 Stiegrs 0.888 Betons B25 0.36 m 3 \U+0160\U+0137embas 0.32 m 3 Pl\U+0113ve t=0.2 mm 1.6 m 2 12-AIII Izlaidni 0.888 5 ( L = 24.5 m ) 8.82 m 3 7.84 m 3 39.2 m 2 484.6 kg 9.25 8.22 1850 19.78 LMR – 6 ( L = 24.5 m ) I I I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. SIETS 12/12/200/200 d12 AIII L=185\fArial|b0|i0|c186|p34;0 mm s.200 \U+0160\U+0136EMBAS IZLAIDNI BETONS B25, F100, W6 PL\U+0112VE t=0.2 mm 5 5 -0.9\fTahoma|b0|i0|c186|p34;70 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (LMR -7) LMR – 7 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 2.0 12-AIII 1.78 Stiegrs 0.888 Betons B25 0.12 m 3 \U+0160\U+0137embas 0.16 m 3 Pl\U+0113ve t=0.2 mm 1.12 m 2 9.25 12-AIII 8.22 Izlaidni 0.888 1850 5 6.0 16-AIII 9.46 Stiegrs 1.578 6-AIII 0.222 1.28 1150 5 5.75 Aptv\U+0113re ( L = 3.5 m ) 0.42 m 3 0.56 m 3 3.92 m 2 72.6 kg 20.74 ( L = 3.5 m ) LMR – 7 5 5 5 5 5 5 I I I – I 5 5 5 5 5 5 5 -3.1\fTahoma|b0|i0|c186|p34;70 -3.6\fTahoma|b0|i0|c186|p34;70 -3.4\fTahoma|b0|i0|c186|p34;70 MAX. MIN. d=12mm 2.gab \U+0160\U+0136EMBAS BETONS B25, F100, W6 AIII PL\U+0112VE t=0.2 mm d=16mm 6.gab AIII d6 AIII L=110\fArial|b0|i0|c186|p34;0 mm \fArial|b0|i0|c0|p34;s.200 d12 AIII L=185\fArial|b0|i0|c186|p34;0 mm s.200 IZLAIDNI 5 5 -0.9\fTahoma|b0|i0|c186|p34;70 200 350 -1.300 – 10.500 (BAS) Pl\U+0101no\U+0161anas atz\U+012Bme G.\U+016A.L. 8.400 (BAS) G.\U+016A.L. 7.800 (BAS) BK-3 BK-4 BK-5 BK-6 BK-7 BK-8 BK-9 BK-10 BK-11 BK-12 BK-13 BK-14 BK-15 BK-16 BK-17 BK-18 BK-19 BK-20 BK-21 BK-22 BK-23 BK-2B 5 5 5 5 5 5 5 5 5 5 B B IX IX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. 5 5 15 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 F SIENU UN KOLONNU PL\U+0100NS 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 5 5 850 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 -1.10\fTahoma|b0|i0|c186|p34;0\fTahoma|b0|i0|c0|p34;=10.700 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -1.10\fTahoma|b0|i0|c186|p34;0\fTahoma|b0|i0|c0|p34;=10.700 -1.10\fTahoma|b0|i0|c186|p34;0\fTahoma|b0|i0|c0|p34;=10.700 -1.10\fTahoma|b0|i0|c186|p34;0\fTahoma|b0|i0|c0|p34;=10.700 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 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 BK-24B LAP\U+0100 BK-25 7. N.P.K. APZ\U+012AM\U+0112JUMS 1. 3. 4. 5. 6. K – 1 MATERI\U+0100LU KOPSAVILKUMS NOSAUKUMS SKAITS, gab. PIEZ\U+012AMES 2. 10 8. LAP\U+0100 BK-26 K – 2 10 LAP\U+0100 BK-27 K – 3 4 LAP\U+0100 BK-28 K – 4 18 LAP\U+0100 BK-29 K – 5 6 LAP\U+0100 BK-30 K – 6 1 LAP\U+0100 BK-31 K – 7 2 LAP\U+0100 BK-32 K – 8 4 K – 1 VI IX IX I I III III II IV IV VI V V VII VII VIII VIII II II 5 5 1150 5 5 B 5 5 5 5 K – 3 K – 5 K – 2 K – 8 5 5 K – 4 K – 6 K – 7 2. gab 1. gab 4. gab 10. gab 10. gab 18. gab 10. gab 6. gab ZALIVAT’ TOLKO S VIPUSKAMI DLJA VISHESTOJASHEJ KOLONNI NOTIEK PROJEKT\U+0112\U+0160ANA 5 5 5 5 5 5 5 5 5 5 5 5 3.\fTahoma|b0|i0|c0|p34;1. LAP\U+0100 BK-27.1 K – 3\fTahoma|b0|i0|c0|p34;A\fTahoma|b0|i0|c186|p34; 6 5 5 5 5 5 C KS – 1 KS – 1 6-AIII 9.06 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 40.8 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 74.86 47.44 d6 AIII L=17\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;24\fArial|b0|i0|c186|p34; gab.) 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (16 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (4 gab.) 5 5 5 5 5 5 5 5 5 5 5 5 d6 AIII L=30\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;48\fArial|b0|i0|c186|p34; gab.) 5 poz.1 poz.2 105.8 Kopa 6-AIII 3.20 14.4 Aptv\U+0113re Stiegrs 16-AIII 18.68 11.84 24 48 1700 300 poz. 1 poz. 2 16 2965 4 2960 0.222 1.578 0.222 1.578 1 m, svars K – 1, 8 (10. GAB) K – 4, 7 (8. GAB) 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (8 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;30\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;120\fArial|b0|i0|c186|p34; gab.) poz.2 K – 4, 7 6-AIII 71.1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 180.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 280.7 177.9 940.9 Kopa Stiegrs 16-AIII 186.8 118.4 120 1500 poz. 2 poz. 1 60 2965 40 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 402.3 83.3 30 3470 4.830 5 5 5 5 5 5 5 K – 2,3,5 (10. GAB) 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (20 gab.), L= 2965 mm d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;120\fArial|b0|i0|c186|p34; gab.) poz.1 K – 2,3,5 8-AIII 73.5 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 186.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 93.6 59.3 1079.5 Kopa Stiegrs 25-AIII 456.6 118.6 120 1550 poz. 1 20 2965 40 2965 0.395 1.578 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (40 gab.), L= 2965 mm d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (40 gab.) Stiegrs 25-AIII 455.8 118.4 40 2960 3.850 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (100 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (20 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;40\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;120\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 K – 1,8 6-AIII 73.5 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 186.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 467.9 296.5 1305.2 Kopa Stiegrs 16-AIII 93.42 59.2 120 1500 poz. 2 poz. 1 100 2965 20 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 670.4 138.8 40 3470 4.830 K – 6, 9, 10 (18. GAB) d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;216\fArial|b0|i0|c186|p34; gab.) poz.1 K – 6, 9, 10 8-AIII 132.2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 334.8 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 2185.6 Kopa Stiegrs 25-AIII 1232.9 320.2 216 1550 poz. 1 108 2965 0.395 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (108 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (25 gab.) Stiegrs 25-AIII 820.5 213.1 72 2960 3.850 K – 11 (6. GAB) 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;72\fArial|b0|i0|c186|p34; gab.) poz.1 K – 11 8-AIII 44.1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 111.6 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 56.18 35.6 813.5 Kopa Stiegrs 25-AIII 274.2 71.2 72 1550 poz. 1 12 2965 24 2965 0.395 1.578 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (24 gab.), L= 2965 mm d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III 12 gab.) Stiegrs 25-AIII 137.1 35.6 12 2960 3.850 1920 1550 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;18\fArial|b0|i0|c186|p34; gab.) poz.2 poz. 2 Izlaidnis 28-AIII 301.9 62.5 18 3470 4.830 K – 12 (1. GAB) K – 12 6-AIII 4.60 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 20.4 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 37.4 23.7 42.0 Kopa 12 1700 poz. 1 8 2960 0.222 1.578 1 m, svars 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III 8 gab.) d6 AIII L=170\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;12\fArial|b0|i0|c186|p34; gab.) poz.1 5 5 5 5 5 5 5 K – 13 (2. GAB) 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (4 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;24\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 K – 13 6-AIII 14.22 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 36.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 18.70 11.86 274.3 Kopa Stiegrs 16-AIII 56.05 35.52 24 1500 poz. 2 poz. 1 4 2965 12 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 134.0 27.8 8 3470 4.830 25-AIII 51.3 23.8 8 2965 3.850 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (8 gab.), L= 2965 mm Stiegrs K – 14 (4. GAB) K – 14 10-AIII 45.4 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 73.6 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 10-AIII 63.2 102.4 1246.1 Kopa Stiegrs 36-AIII 1137.5 142.37 32 2300 poz. 1 128 800 48 2966 0.617 7.99 1 m, svars 5 5 5 5 5 5 5 5 5 d10\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=230\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;32\fArial|b0|i0|c186|p34; gab.) poz.1 d10\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=800\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;128\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 0.617 poz. 2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 40.4 Kopa 1 m, svars d16 AIII L=16\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;16\fArial|b0|i0|c186|p34; gab.) 350 1250 IZLAIDNI Izlaidnis 16-AIII 40.4 25.6 16 1600 1.578 7112.1KG 7473.8-616=6858->3.5% 5 5 d3\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (48 gab.) 5 5 5 BK-25 J NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. BK-26 BK-27-27.1 BK-28 BK-29 BK-30 BK-31 BK-32 Kolonna K – 1 -3.1\fTahoma|b0|i0|c186|p34;70 -0.970 -0.190 -0.370 5 5 5 5 5 5 1550 5 5 5 5 9*200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 19 10 12 16 18+ 7 5 2 B F H+ K – 1 6-AIII 73.5 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 186.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 467.9 296.5 1305.2 Kopa Stiegrs 16-AIII 93.42 59.2 120 1500 poz. 2 poz. 1 100 2965 20 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 670.4 138.8 40 3470 4.830 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -1) Betons B30 0.352 m3 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (100 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (20 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;40\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;120\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 II II II – II 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 poz. 3 poz. 4 poz.4 poz.3 poz.2 poz.1 poz.3 poz.3 poz.4 poz.1 poz.3 poz.4 poz.2 poz.2 poz.3 poz.1 I I I – I Kolonna K – 2 5 5 5 5 5 5 5 5 II – II poz.3 poz.4 poz.1 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (20 gab.), L= 2965 mm d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;120\fArial|b0|i0|c186|p34; gab.) poz.1 K – 2 8-AIII 73.5 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 186.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 93.6 59.3 1079.5 Kopa Stiegrs 25-AIII 456.6 118.6 120 1550 poz. 1 20 2965 40 2965 0.395 1.578 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (40 gab.), L= 2965 mm d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (40 gab.) Stiegrs 25-AIII 455.8 118.4 40 2960 3.850 Betons B30 0.352 m3 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -2) 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (8 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;24\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;96\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;216\fArial|b0|i0|c186|p34; gab.) poz.1 K – 4 8-AIII 132.2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 334.8 \U+00D8 Aptv\U+0113re Piez\U+012Bmes 2185.6 Kopa Stiegrs 25-AIII 1232.9 320.2 216 1550 poz. 1 108 2965 0.395 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (108 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (25 gab.) Stiegrs 25-AIII 820.5 213.1 72 2960 3.850 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d6 AIII L=155\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;72\fArial|b0|i0|c186|p34; gab.) poz.1 K – 5 8-AIII 44.1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 111.6 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 56.18 35.6 813.5 Kopa Stiegrs 25-AIII 274.2 71.2 72 1550 poz. 1 12 2965 24 2965 0.395 1.578 3.850 1 m, svars 5 5 5 5 5 5 5 5 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (24 gab.), L= 2965 mm d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III 12 gab.) Stiegrs 25-AIII 137.1 35.6 12 2960 3.850 1920 1550 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;18\fArial|b0|i0|c186|p34; gab.) poz.2 poz. 2 Izlaidnis 28-AIII 301.9 62.5 18 3470 4.830 K – 6 6-AIII 4.60 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 20.4 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 37.4 23.7 42.0 Kopa 12 1700 poz. 1 8 2960 0.222 1.578 1 m, svars 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III 8 gab.) d6 AIII L=170\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;12\fArial|b0|i0|c186|p34; gab.) poz.1 5 5 5 5 5 5 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (4 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;24\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 K – 7 6-AIII 14.22 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 36.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 18.70 11.86 274.3 Kopa Stiegrs 16-AIII 56.05 35.52 24 1500 poz. 2 poz. 1 12 2965 4 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 134.0 27.8 8 3470 4.830 25-AIII 51.3 23.8 8 2965 3.850 5 5 5 5 5 d25\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III (8 gab.), L= 2965 mm Stiegrs K – 8 10-AIII 45.4 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 73.6 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 10-AIII 63.2 102.4 1246.1 Kopa Stiegrs 36-AIII 1137.5 142.37 32 2300 poz. 1 128 800 48 2966 0.617 7.99 1 m, svars 5 5 5 5 5 5 5 5 5 d10\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=230\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;32\fArial|b0|i0|c186|p34; gab.) poz.1 d10\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=800\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;128\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 0.617 poz. 2 5 5 d3\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (48 gab.) 5 5 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -3) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -4) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -5) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -6) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -7) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -8) Betons B30 0.352 m3 Betons B30 0.352 m3 Betons B30 0.352 m3 Betons B30 0.567 m3 Betons B30 0.352 m3 Betons B30 0.792 m3 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. K – 3 6-AIII 71.1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 180.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 280.7 177.9 940.9 Kopa Stiegrs 16-AIII 186.8 118.4 120 1500 poz. 2 poz. 1 60 2965 40 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 402.3 83.3 30 3470 4.830 poz. 2 poz. 3 poz. 4 -0.970 -0.190 -0.370 -3.1\fTahoma|b0|i0|c186|p34;70 5 5 5 5 5 5 9*200mm 5 poz.2 5 II II I I poz.4 poz.3 poz.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I 5 5 poz.1 poz.3 poz.4 poz.2 8 9 13 18+ 4 3 2 17+ G+ H+ B C E Kolonna K – 3 -3.1\fTahoma|b0|i0|c186|p34;70 -0.970 -0.190 -0.370 5 5 5 5 5 5 1550 5 5 5 5 9*200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 II II II – II poz.1 poz.3 poz.4 poz.2 poz.2 poz.3 poz.1 I I poz. 3 poz. 4 poz.4 poz.3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 poz.2 poz.1 poz.3 poz.3 poz.4 I – I 5 8 9 13 4 3 2 B C 1 A Kolonna K – 4 5 5 5 5 5 5 5 5 II – II poz.2 poz.3 poz.1 -0.970 -0.190 -0.370 -3.1\fTahoma|b0|i0|c186|p34;70 5 5 5 5 5 5 9*200mm 5 poz.2 5 II II I I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I 5 5 poz.1 poz.2 poz.3 7 8 9 18+ 5 4 3 17+ G+ H+ 10 12 poz.3 poz.2 poz. 2 poz. 3 13 14 B C D E Kolonna K – 5 -3.1\fTahoma|b0|i0|c186|p34;70 -0.970 -0.190 -0.370 5 5 5 5 5 5 1550 5 5 5 5 9*200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 II II II – II poz.1 poz.4 poz.5 poz.1 poz. 1 poz.4 poz. 2 I I 14 D 12 10 7 5 poz. 3 poz. 4 poz. 5 poz.3 poz.4 poz.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I 5 5 poz.1 poz.4 poz.5 poz.3 poz.2 5 5 poz.3 5 5 5 5 -0.190 -0.370 -3.1\fTahoma|b0|i0|c186|p34;70 5 5 5 5 12*200mm 5 I I Kolonna K – 6 poz. 1 poz.2 poz. 2 I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 poz.2 poz.1 poz.2 E 15 14 12 10 7 5 D 7 8 9 5 4 3 10 12 13 14 B C D 18+ 17+ G+ H+ E 15 8 9 13 4 3 2 B C 1 A 18+ 17+ G+ H+ 8 9 13 4 3 2 B C J 19 10 12 16 18+ 7 5 2 B F H+ J 19 19 J J Kolonna K – 7 -3.1\fTahoma|b0|i0|c186|p34;70 -0.970 -0.190 -0.370 5 5 5 5 5 5 1550 5 5 5 5 9*200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 19 H+ 18+ II II II – II 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 poz.2 poz.1 poz.3 poz.3 poz.5 poz.1 poz.3 poz.5 poz.2 poz.2 poz.3 poz.1 I I I – I poz.3 poz.5 poz.4 poz.4 poz.4 5 poz.5 H+ 18+ J 19 -3.1\fTahoma|b0|i0|c186|p34;70 I I Kolonna K – 8 poz. 1 poz.3 18 16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I poz.3 poz. 3 poz.1 poz.2 poz.3 -0.970 -0.190 -0.370 5 5 5 5 5 5 9*200mm 5 5 5 5 5 5 F H F H 18 16 1920 1550 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (12 gab.), L= 2965 mm d1\fArial|b0|i0|c186|p34;6 A\fArial|b0|i0|c0|p34;III (8 gab.) d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=347\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;24\fArial|b0|i0|c186|p34; gab.) poz.1 d8\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=15\fArial|b0|i0|c186|p34;00 mm (\fArial|b0|i0|c0|p34;96\fArial|b0|i0|c186|p34; gab.) poz.2 5 5 5 5 5 5 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (K -3A) Betons B30 0.352 m3 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. K – 3 6-AIII 71.1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg 180.0 \U+00D8 Aptv\U+0113re Piez\U+012Bmes Stiegrs 16-AIII 280.7 177.9 960.0 Kopa Stiegrs 16-AIII 186.8 118.4 120 1500 poz. 2 poz. 1 60 2965 40 2960 0.395 1.578 1.578 1 m, svars Izlaidnis 28-AIII 402.3 83.3 30 3470 4.830 E Kolonna K – 3A -3.1\fTahoma|b0|i0|c186|p34;70 -0.970 -0.190 -0.370 5 5 5 5 5 5 1550 5 5 5 5 9*200mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 II II II – II poz.1 poz.3 poz.4 poz.2 poz.2 poz.3 poz.1 I I poz. 3 poz. 4 poz.4 poz.3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 poz.2 poz.1 poz.3 poz.3 poz.4 I – I 5 8 9 13 4 3 2 B C 1 A E 15 8 9 13 4 3 2 B C 1 A poz. 5 Izlaidnis 16-AIII 18.94 12.0 4 3000 1.578 1900 1100 d16\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=300\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.5 5 5 5 1092 1900 5 5 5 poz. 5 5 5 5 5 5 5 5 5 a a a – a 5 5 5 5 5 E J G H K F d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.1 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=315\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.2 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.3 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3\fArial|b0|i0|c186|p34;500 mm (2 gab.) poz.4 5 5 5 5 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;2 A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.5 d12 AIII L=305\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.6 5 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.8 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=315\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2460\fArial|b0|i0|c186|p34; mm (36 gab.) poz.9 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III poz.9 poz.9 s. 100 s. 100 s. 100 L=2460\fArial|b0|i0|c186|p34; mm (43 gab.) L=2460\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34;0 gab.) AUG\U+0160\U+0112JAIS STIEGROJUMS VID\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS S – 1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 231.8 48.0 4 12000 4.830 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 1) NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. I I II II II II III III 1 – 1 2 – 2 3 – 3 I I I I III III SIJA S – 1 5 5 5 5 5 5 5 5 5 5 5 B 2 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 B 2 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 B 2 5 5 5 5 5 5 5 20 5 140 5 poz.1, 2 IZLAIDNI poz.7, 8 poz. 5, 6 poz. 9 poz.1, 2 poz.7, 8 poz. 5, 6 poz. 9 poz.1, 2 IZLAIDNI poz.7, 8 poz. 5, 6 poz. 9 poz. 3, 4 Stiegrs poz. 2 28-AIII 60.9 12.6 4 3000 4.830 Stiegrs poz. 3 28-AIII 38.7 8.0 2 4000 4.830 Stiegrs poz. 4 28-AIII 35.6 14.8 2 3500 4.830 poz. 5 poz. 6 poz. 7 poz. 8 poz. 9 Stiegrs 12-AIII 42.6 48.0 4 12000 0.888 Stiegrs 12-AIII 10.8 12.2 4 3000 0.888 Stiegrs 28-AIII 60.9 12.6 4 3000 4.830 Stiegrs 28-AIII 231.8 48.0 4 12000 4.830 12-AIII 216.3 243.54 Aptv\U+0113re 99 2460 0.888 930.0 Kopa Betons B30 3.432 m3 S – 1 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 463.6 96.0 8 12000 4.830 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 1) (2.GAB.) Stiegrs poz. 2 28-AIII 121.8 25.2 8 3000 4.830 Stiegrs poz. 3 28-AIII 77.3 16.0 4 4000 4.830 Stiegrs poz. 4 28-AIII 71.3 29.6 4 3500 4.830 poz. 5 poz. 6 poz. 7 poz. 8 Stiegrs 12-AIII 85.25 96.0 8 12000 0.888 Stiegrs 12-AIII 21.7 24.4 8 3000 0.888 Stiegrs 28-AIII 121.8 25.2 8 3150 4.830 Stiegrs 28-AIII 463.6 96.0 8 12000 4.830 Aptv\U+0113re Kopa Betons B30 6.864 m3 BK-35 5 5 5 5 5 E J G H K F d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (1 gab.) poz.1 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.4 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=300\fArial|b0|i0|c186|p34;0 mm (3 gab.) poz.5 1790 5 5 5 5 2990 5 5 d1\fArial|b0|i0|c186|p34;2 A\fArial|b0|i0|c0|p34;III L=9240 mm (2\fArial|b0|i0|c186|p34; gab.) poz.6 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=9240 mm (4 gab.) poz.7 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=400\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.9 5 5 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III poz.10 poz.10 poz.11 s. 15\fArial|b0|i0|c0|p34;0 s. 15\fArial|b0|i0|c0|p34;0 s. 15\fArial|b0|i0|c0|p34;0 L=2460\fArial|b0|i0|c186|p34; mm (38 gab.) L=2160\fArial|b0|i0|c186|p34; mm (38 gab.) L=2460\fArial|b0|i0|c186|p34; mm (18 gab.) AUG\U+0160\U+0112JAIS STIEGROJUMS VID\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 2) NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. SIJA S – 2 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 2) (6.GAB.) BK-36 BK-37 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 3) PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. SIJA S – 3 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 3) (4.GAB.) BK-38 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 8, S – 9, S – 10 ) NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. SAVIENOT NE VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. BK-43 poz. 9 12-AIII 432.5 487.0 198 2460 0.888 1860.0 5 5 5 5 5 E J G H K F d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.1 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=315\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.2 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (5 gab.) poz.3 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000 mm (2 gab.) poz.4 5 5 5 5 5 5 5 5 5 5 5 5 5 d1\fArial|b0|i0|c186|p34;2 A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.5 d12 AIII L=305\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.6 5 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.8 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=315\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.7 5 5 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=40\fArial|b0|i0|c186|p34;00 mm (1 gab.) poz.9 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3\fArial|b0|i0|c186|p34;0\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34;0 mm (1 gab.) poz.10 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 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2460\fArial|b0|i0|c186|p34; mm (36 gab.) poz.11 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III poz.11 poz.11 poz.12 poz.12 poz.12 s. 100 s. 100 s. 100 s. 100 s. 100 s. 100 L=2160\fArial|b0|i0|c186|p34; mm (36 gab.) L=2460\fArial|b0|i0|c186|p34; mm (43 gab.) L=2160\fArial|b0|i0|c186|p34; mm (43 gab.) L=2460\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34;0 gab.) L=2160\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34;0 gab.) AUG\U+0160\U+0112JAIS STIEGROJUMS VID\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS I I II II IV IV I – I II – II IV – IV I I I I IV IV 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz.1, 2 IZLAIDNI poz.7, 8 poz. 5, 6 poz. 9, 10 poz. 11 poz. 12 poz.1, 2 poz.7, 8, 8A poz. 5, 6 poz. 11 poz. 12 poz.1, 2 IZLAIDNI poz.7, 8 poz. 5, 6 poz. 11 poz. 3 poz. 9, 10 III – III 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz.1, 2 poz.7, 8 poz. 5, 6 poz. 11 poz. 12 poz. 3 III III d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;1\fArial|b0|i0|c186|p34; gab.) poz.8A 5 5 5 5 S – 3 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 231.8 48.0 4 12000 4.830 Stiegrs poz. 2 28-AIII 60.9 12.6 4 3150 4.830 Stiegrs poz. 3 Stiegrs poz. 4 28-AIII 38.6 8.0 2 4000 4.830 poz. 5 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 42.6 48.0 4 12000 0.888 Stiegrs 12-AIII 10.9 12.2 4 3050 0.888 Stiegrs 28-AIII 60.9 12.6 4 3150 4.830 Stiegrs 28-AIII 231.8 48.0 4 12000 4.830 Stiegrs 28-AIII 19.32 4.00 1 4000 4.830 Stiegrs 28-AIII 14.50 3.00 1 3000 4.830 12-AIII 216.3 243.6 Aptv\U+0113re 99 2460 0.888 12-AIII 190.0 214.0 Aptv\U+0113re 2160 0.888 1233.6 Kopa Betons B30 3.432 m3 99 poz. 8A Stiegrs 28-AIII 19.32 4.00 1 4000 4.830 28-AIII 96.6 20.0 5 4000 4.830 S – 3 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 927.2 192.0 16 12000 4.830 Stiegrs poz. 2 28-AIII 243.6 50.4 16 3150 4.830 Stiegrs poz. 3 Stiegrs poz. 4 28-AIII 154.6 32.0 8 4000 4.830 poz. 5 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 170.5 192.0 16 12000 0.888 Stiegrs 12-AIII 43.4 48.8 16 3050 0.888 Stiegrs 28-AIII 243.6 50.4 16 3150 4.830 Stiegrs 28-AIII 927.2 192.0 16 12000 4.830 Stiegrs 28-AIII 77.3 16.00 4 4000 4.830 Stiegrs 28-AIII 58.0 12.00 4 3000 4.830 12-AIII 865.0 974.2 Aptv\U+0113re 396 2460 0.888 12-AIII 760.0 856.0 Aptv\U+0113re 2160 0.888 4934.2 Kopa Betons B30 13.73 m3 396 poz. 8A Stiegrs 28-AIII 77.30 16.0 4 4000 4.830 28-AIII 386.4 80.0 20 4000 4.830 I I III III IV IV II II IV IV II – II III – III IV – IV 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz. 6 poz. 9 poz. 10 poz. 11 poz. 6 poz. 10 poz. 11 poz. 10 7 10 12 5 7 10 12 5 7 10 12 5 7 10 12 I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz.3 poz. 7 poz. 6 poz. 10 poz. 11 poz. 1 3 4 8 9 13 C 3 4 8 9 13 C 3 4 8 9 13 C 3 4 8 9 13 C V – V 20 5 140 3 4 8 9 13 C V V 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 5 550 750 poz. 6 izlaidnis d10 AIII d d16\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1028\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.2 5 a a a – a 5 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1027\fArial|b0|i0|c186|p34;0 mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.3 5 b b – b 5 5 5 5 5 b 5 5 c c c – c 5 5 2990 5 5 5 S – 10 3400* k k h h g g SK. BK-45 k – k h – h g – g poz.6 poz.2 poz.3 poz.1 VIETEJAIS GRIEZUMS VIETEJIE GRIEZUMI 5 5 5 5 5 5 prec\U+012Bz\U+0113t poz.2 poz. 4 poz.3 poz.2 5 poz.4 poz. 1 poz.3 poz.2 poz. 4 poz. 7 poz. 6 poz.3 poz.2 poz. 5 5 5 5 5 poz. 7 poz. 7 poz. 7 S – 2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 14.5 3.0 1 3000 4.830 Stiegrs poz. 2 28-AIII 99.3 20.56 2 10280 4.830 Stiegrs poz. 3 28-AIII 99.2 20.54 2 10270 4.830 Stiegrs poz. 4 28-AIII 29.0 6.0 2 3000 4.830 poz. 5 poz. 6 poz. 7 poz. 9 poz. 10 poz. 11 Stiegrs 43.5 9.0 3 3000 Stiegrs 12-AIII 16.41 18.48 2 9240 0.888 Stiegrs 28-AIII 178.5 37.0 4 9240 4.830 Stiegrs 28-AIII 38.6 8.0 2 4000 4.830 Aptv\U+0113re 731.6 Kopa Betons B30 2.24 m3 poz.3 poz.2 28-AIII 4.830 5 5 poz. 12 Stiegrs 16-AIII 16.73 10.6 4 2650 1.578 d16\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2650\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.12 600 600 470 470 510 5 poz. 1\fArial|b0|i0|c0|p34;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 5 5 5 5 5 5 12-AIII 123.0 138.0 56 2460 0.888 12-AIII 72.9 82.1 2160 0.888 38 S – 2 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 87.0 18.0 6 3000 4.830 Stiegrs poz. 2 28-AIII 595.8 123.4 12 10280 4.830 Stiegrs poz. 3 28-AIII 595.2 123.2 12 10270 4.830 Stiegrs poz. 4 28-AIII 174.0 36.0 12 3000 4.830 poz. 5 poz. 6 poz. 7 poz. 9 poz. 10 poz. 11 Stiegrs 261.0 54.0 18 3000 Stiegrs 12-AIII 98.5 110.9 12 9240 0.888 Stiegrs 28-AIII 1071.0 222.0 24 9240 4.830 Stiegrs 28-AIII 231.8 48.0 12 4000 4.830 Aptv\U+0113re 4389.9 Kopa Betons B30 13.50 m3 28-AIII 4.830 poz. 12 Stiegrs 16-AIII 98.3 63.6 24 2650 1.578 12-AIII 734.0 826.6 336 2460 0.888 12-AIII 437.3 492.5 2160 0.888 228 5 5 5 5 5 E J G H K F d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.1 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.4 1790 5 2990 5 d1\fArial|b0|i0|c186|p34;2 A\fArial|b0|i0|c0|p34;III L=6340\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=6340\fArial|b0|i0|c186|p34; mm (4 gab.) poz.6 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=400\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.8 5 5 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III poz.9 poz.1\fArial|b0|i0|c0|p34;0 s. 15\fArial|b0|i0|c0|p34;0 s. 15\fArial|b0|i0|c0|p34;0 L=2460\fArial|b0|i0|c186|p34; mm (38 gab.) L=2160\fArial|b0|i0|c186|p34; mm (38 gab.) AUG\U+0160\U+0112JAIS STIEGROJUMS VID\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 2) NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. SIJA S – 2A MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 2) (2.GAB.) I I II II II – II 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz. 5 poz. 8 poz. 9 poz. 10 I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz.3 poz. 5 poz. 9 poz. 10 poz. 1 14 D III – III 20 5 140 III III 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 550 750 poz. 5 izlaidnis d10 AIII d16\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8420\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.2 5 a a a – a 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8410\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c186|p34; gab.) poz.3 5 b b – b 5 5 5 5 b 5 5 c c c – c 5 5 2990 5 5 5 S – 10 3400* k k h h g g SK. BK-45 k – k h – h g – g poz.5 poz.2 poz.3 poz.1 VIETEJAIS GRIEZUMS VIETEJIE GRIEZUMI 5 5 5 5 5 5 prec\U+012Bz\U+0113t poz.2 poz. 4 poz.6 poz. \fArial|b0|i0|c0|p34;6 poz.3 poz.2 5 poz.4 poz. 1 poz.3 poz.2 poz. 4 poz. \fArial|b0|i0|c0|p34;6 5 5 5 5 poz. \fArial|b0|i0|c0|p34;6 S – 2A kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 29.0 6.0 2 3000 4.830 Stiegrs poz. 2 28-AIII 81.4 16.84 2 8420 4.830 Stiegrs poz. 3 28-AIII 81.2 16.82 2 8410 4.830 Stiegrs poz. 4 28-AIII 58.0 12.0 4 3000 4.830 poz. 6 poz. 8 poz. 9 poz. 10 poz. 11 Stiegrs 28-AIII 122.5 25.4 4 6340 4.830 Stiegrs 28-AIII 38.6 8.0 2 4000 4.830 Aptv\U+0113re 594.6 Kopa Betons B30 1.54 m3 5 5 Stiegrs 16-AIII 16.73 10.6 4 2650 1.578 d16\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2650\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34; gab.) poz.11 600 600 470 470 510 5 poz. 1\fArial|b0|i0|c0|p34;1 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 12-AIII 83.0 93.5 38 2460 0.888 12-AIII 72.9 82.0 2160 0.888 38 I I III III k k h h g g 14 D 14 D poz.4 1790 5 2990 5 c c c – c 5 5 2990 5 5 poz.1 5 5 5 5 5 5 5 5 5 5 5 Aptv\U+0113re S – 2A kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 58.0 12.0 4 3000 4.830 Stiegrs poz. 2 28-AIII 162.8 33.68 4 8420 4.830 Stiegrs poz. 3 28-AIII 162.4 33.64 4 8410 4.830 Stiegrs poz. 4 28-AIII 116.0 24.0 8 3000 4.830 poz. 5 poz. 6 poz. 8 poz. 9 poz. 10 poz. 11 Stiegrs 12-AIII 22.6 25.4 4 6340 0.888 Stiegrs 28-AIII 245.0 50.8 8 6340 4.830 Stiegrs 28-AIII 77.3 16.0 4 4000 4.830 Aptv\U+0113re 1189.2 Kopa Betons B30 3.08 m3 Stiegrs 16-AIII 33.46 21.2 8 2650 1.578 12-AIII 166.0 187.0 76 2460 0.888 12-AIII 145.8 164.2 2160 0.888 76 Aptv\U+0113re 5 5 5 5 5 5 I I I I III III III III V V II II IV IV VI V V VI 5 H 5 K 5 K K K G SIJA S – 8 SIJA S – 9 SIJA S – 10 I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 poz.1 poz.3 poz. 4 poz. 6 5 poz. 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 poz.1, 2 poz. 3 poz. 4 poz. 6 5 poz. 5 II – II 5 5 5 5 5 5 5 E 15 5 5 5 5 5 5 20 5 140 5 poz. 7,8 poz. 7,8 poz. 9 III – III 5 1 1 5 5 5 5 5 5 5 5 E 15 5 5 5 5 5 5 5 20 5 140 5 poz. 7,8 poz. 7,8 poz. 9 IV – IV 5 E 15 5 5 5 20 5 140 5 poz. 10 poz. 10 poz. 12 V – V 5 5 E 15 5 5 20 5 140 poz. 10 poz. 10 VI – VI poz. 11 5 5 5 5 5 poz. 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2\fArial|b0|i0|c186|p34;16\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34; mm \C256;(26 gab.) poz.6 d8 AIII d8 AIII poz.9 poz.12 s. 2\fArial|b0|i0|c0|p34;00 s. 15\fArial|b0|i0|c0|p34;0 s. 15\fArial|b0|i0|c0|p34;0 L=1940\fArial|b0|i0|c186|p34; mm (20 gab.) L=1540\fArial|b0|i0|c186|p34; mm (18 gab.) AUG\U+0160\U+0112JAIS STIEGROJUMS VID\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS d2\fArial|b0|i0|c186|p34;8 A\fArial|b0|i0|c0|p34;III L=2700 mm (4 gab.) poz.2 d2\fArial|b0|i0|c186|p34;8 A\fArial|b0|i0|c0|p34;III L=7400 mm (2 gab.) poz.1 7400 775 6625 5 poz.2 5 5 d12 AIII L=5600 mm (2 gab.) poz.4 5 5 5 5 5 775 3000 5 3000 d2\fArial|b0|i0|c186|p34;8 A\fArial|b0|i0|c0|p34;III L=5600 mm (2 gab.) poz.3 5 5 5 5 d2\fArial|b0|i0|c186|p34;8 A\fArial|b0|i0|c0|p34;III L=300\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.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 S – 8 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 71.48 14.8 2 7400 4.83 Stiegrs poz. 2 28-AIII 57.96 12.0 4 3000 Stiegrs poz. 3 Stiegrs poz. 4 9.95 poz. 5 poz. 6 poz. 7 poz. 9 poz. 8 29.00 49.9 33.15 15.33 26.9 31.2 396.4 Kopa Betons B30 1.38 m3 54.09 poz. 10 S – 9 S – 10 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 8[1.gab.], S – 9[3.gab.], S – 10[4.gab] ) 5 5 5 d16 AIII L=3500 mm (6 gab.) poz.7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d16 AIII L=3300 mm (6 gab.) poz.10 d16 AIII L=1\fArial|b0|i0|c186|p34;7\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34;0 mm (10 gab.) poz.8 5 5 d16 AIII L=200\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.11 625 5 4.83 12-AIII 11.2 2 5600 0.888 28-AIII 11.2 4.83 28-AIII 6.0 2 3000 4.83 Stiegrs 12-AIII 56.2 Aptv\U+0113re 2160 0.888 26 Stiegrs 16-AIII 21.0 6 3500 1.578 Stiegrs 8-AIII 38.8 1940 0.395 20 Stiegrs 16-AIII 17.0 10 1700 1.578 Stiegrs 16-AIII 19.8 6 3300 1.578 Stiegrs 16-AIII 4.00 2 2000 1.578 Stiegrs 8-AIII 27.72 Aptv\U+0113re 1540 0.395 18 6.31 10.94 2 5600 Betons B30 Betons B30 Betons B30 0.470 m3 0.675 m3 0.23 m3 5 5 5 S – 8 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs 1 m, svars Stiegrs Stiegrs Stiegrs 767.6 Kopa Betons B30 3.00 m3 S – 9 S – 10 Stiegrs Aptv\U+0113re Stiegrs Stiegrs Stiegrs Stiegrs Aptv\U+0113re Betons B30 Betons B30 Betons B30 1.410 m3 0.675 m3 0.92 m3 272.4 48.6 75.36 Kop\U+0101 S-8 Kop\U+0101 S-9 Kop\U+0101 S-10 Kop\U+0101 S-8 Kop\U+0101 S-9 Kop\U+0101 S-10 145.8 301.4 SIJA S – 6 SIJA S – 4 SIJA S – 5 AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS 14 16 19 I I I I II II II II III III III III III III II II I I II II I I I I 5 5 5 5 5 5 5 F I – I II – II III – III 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H F H F H BK-39 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (6 gab.) poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (5 gab.) poz.3 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (6 gab.) poz.2 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (9 gab.) poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (9 gab.) poz.2 5 5 VID\U+0112JAIS STIEGROJUMS d12 AIII L=3000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.6 5 5 5 5 d12 AIII L=1200\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.8 5 d12 AIII L=4000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.7 5 5 5 5 5 poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (7 gab.) poz.3 5 poz.2 5 5 5 5 d2\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.9 5 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2910 mm (28 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2910 mm (74 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2910 mm (34 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2\fArial|b0|i0|c186|p34;72\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34; mm (74 gab.) poz.11 s. 100 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 5 500 5 5 870 5 5 5 5 d25 AIII L=3300\fArial|b0|i0|c186|p34; mm (12 gab.) poz.12 5 5 poz.1 poz.1 poz. 6 poz. 10 5 5 poz. 8 poz. 10 poz.3 poz.3 poz. 8 poz. 10 poz. 11 poz. 3 poz. 9 poz.3 poz.3 poz. 3 poz. 9 poz.2 poz. 12 5 5 5 S – 4,5,6 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 86.9 18.0 6 3000 4.830 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 4, 5, 6) Stiegrs poz. 2 28-AIII 116.0 24.0 6 4000 4.830 Stiegrs poz. 3 28-AIII 695.0 144.0 12 12000 4.830 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 5.33 6.0 2 3000 0.888 Stiegrs 7.10 8.0 2 4000 Stiegrs 21.3 24.0 2 12000 Stiegrs 59.3 24.0 2 12000 351.4 395.8 136 2910 12-AIII 179.0 202.0 Aptv\U+0113re 74 2720 0.888 12-AIII 152.5 39.6 Aptv\U+0113re 3300 0.888 1673.8 Kopa Betons B30 5.94 m3 12 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. 12-AIII 0.888 12-AIII 0.888 20-AIII 25-AIII 3.850 2.470 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 4, 5, 6) (2.GAB.) S – 4,5,6 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 1 m, svars 3347.6 Betons B30 11.89 m3 SIJA S – 6.1 SIJA S – 4.1 SIJA S – 5.1 AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS 14 16 19 I I I I II II II II III III III III III III II II I I II II I I I I 5 5 5 5 5 5 5 F I – I II – II III – III 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H F H F H VID\U+0112JAIS STIEGROJUMS d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2800 mm (28 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2800 mm (74 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2800 mm (34 gab.) poz.10 s. 100 d12\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2\fArial|b0|i0|c186|p34;61\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34; mm (74 gab.) poz.11 s. 100 676 5 5 5 5 5 676 5 5 5 5 5 5 5 676 5 5 5 5 676 5 5 5 5 5 676 5 5 5 5 5 676 5 5 5 5 5 5 5 676 5 5 5 5 5 676 5 5 5 5 5 5 5 500 5 5 5 5 d25 AIII L=3160\fArial|b0|i0|c186|p34; mm (12 gab.) poz.12 poz.1 poz.1 poz. 6 poz. 10 5 5 poz. 8 poz. 10 poz.3 poz.3 poz. 8 poz. 10 poz. 11 poz. 3 poz. 9 poz.3 poz.3 poz. 3 poz. 9 poz.2 poz. 12 5 5 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 4.1, 5.1, 6.1) NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 4.1, 5.1, 6.1) (2.GAB.) BK-41 5 BK-40 BK-42 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Aptv\U+0113re Aptv\U+0113re poz.6 poz.7 poz.7 poz. 5 Stiegrs 12-AIII 11.26 12.68 2 6340 0.888 5 5 5 5 5 5 5 5 poz. 1 28-AIII 71.48 14.8 2 7400 4.83 poz. 2 28-AIII 57.96 12.0 4 3000 poz. 3 poz. 4 9.95 poz. 5 poz. 6 29.00 49.9 54.09 4.83 12-AIII 11.2 2 5600 0.888 28-AIII 11.2 4.83 28-AIII 6.0 2 3000 4.83 12-AIII 56.2 2160 0.888 26 2 5600 272.4 5 5 5 5 5 poz.7 5 5 poz. 7 poz. 9 99.45 46.00 16-AIII 63.0 18 3500 1.578 8-AIII 116.4 1940 0.395 60 poz. 8 5 5 5 poz.10 poz. 11 poz. 12 poz. 8 107.6 124.8 poz. 10 16-AIII 68.0 40 1700 1.578 16-AIII 79.2 24 3300 1.578 16-AIII 16.0 8 2000 1.578 8-AIII 110.9 1540 0.395 72 25.24 43.76 poz. 11 poz. 12 +31 gab. NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. 5 AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8450 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1850\fArial|b0|i0|c186|p34; mm (12 gab.) poz.1 poz.1 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8450 mm (9 gab.) poz.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8450 poz.1 poz.1 poz.2 5 5 5 5 5 5 604 5 5 5 d1\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=2180 mm (35 gab.) poz. 3 s. 2\fArial|b0|i0|c0|p34;00 SIJA S – 7 SIJA S – 7 SIJA S – 5.3 5 5 5 5 5 5 5 8150 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1850\fArial|b0|i0|c186|p34; mm (6 gab.) poz.4 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8150\fArial|b0|i0|c186|p34; mm (9 gab.) poz.5 5 5 5 5 AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2500\fArial|b0|i0|c186|p34; mm (3 gab.) poz.7 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=5160\fArial|b0|i0|c186|p34; mm (9 gab.) poz.6 5 5 5 5 5 5 5 8150 poz.4 poz.5 5 5 5 5 poz.6 \U+0160\U+0136ERSSTIEGROJUMS 5 5 5 5 604 5 5 5 d1\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=2180 mm (59 gab.) poz. 8 s. 2\fArial|b0|i0|c0|p34;00 II II 5 5 5 I I I I II II IV IV III III III III IV IV IV IV III III 16 16 19 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 II – II poz. 1 poz. 2 Stiegrs poz. 1 28-AIII 173.8 36.0 12 3000 4.830 Stiegrs poz. 2 28-AIII 232.0 48.0 12 4000 4.830 Stiegrs poz. 3 28-AIII 1390.0 288.0 24 12000 4.830 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 10.66 12.0 4 3000 0.888 Stiegrs 14.2 16.0 4 4000 Stiegrs 42.6 48.0 4 12000 Stiegrs 118.6 48.0 4 12000 702.8 791.6 272 2910 12-AIII 358.0 404.0 Aptv\U+0113re 148 2720 0.888 12-AIII 305.0 79.2 Aptv\U+0113re 3300 0.888 Kopa 24 12-AIII 0.888 12-AIII 0.888 20-AIII 25-AIII 3.850 2.470 S – 4,5,6 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 86.9 18.0 6 3000 4.830 Stiegrs poz. 2 28-AIII 116.0 24.0 6 4000 4.830 Stiegrs poz. 3 28-AIII 695.0 144.0 12 12000 4.830 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 5.33 6.0 2 3000 0.888 Stiegrs 7.10 8.0 2 4000 Stiegrs 21.3 24.0 2 12000 Stiegrs 59.3 24.0 2 12000 338.1 380.8 136 2800 12-AIII 171.5 193.1 Aptv\U+0113re 74 2610 0.888 12-AIII 152.5 39.6 Aptv\U+0113re 3300 0.888 1653.0 Kopa Betons B30 5.94 m3 12 12-AIII 0.888 12-AIII 0.888 20-AIII 25-AIII 3.850 2.470 S – 4,5,6 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 1 m, svars 3306.0 Betons B30 11.89 m3 Stiegrs poz. 1 28-AIII 173.8 36.0 12 3000 4.830 Stiegrs poz. 2 28-AIII 232.0 48.0 12 4000 4.830 Stiegrs poz. 3 28-AIII 1390.0 288.0 24 12000 4.830 poz. 6 poz. 7 poz. 8 poz. 9 poz. 10 poz. 11 poz. 12 Stiegrs 12-AIII 10.66 12.0 4 3000 0.888 Stiegrs 14.2 16.0 4 4000 Stiegrs 42.6 48.0 4 12000 Stiegrs 118.6 48.0 4 12000 676.2 761.6 272 2800 12-AIII 343.0 386.2 Aptv\U+0113re 148 2610 0.888 12-AIII 305.0 79.2 3300 0.888 Kopa 24 12-AIII 0.888 12-AIII 0.888 20-AIII 25-AIII 3.850 2.470 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (6 gab.) poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (5 gab.) poz.3 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (6 gab.) poz.2 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=3000\fArial|b0|i0|c186|p34; mm (9 gab.) poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=4000\fArial|b0|i0|c186|p34; mm (9 gab.) poz.2 5 5 d12 AIII L=3000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.6 5 5 5 5 d12 AIII L=1200\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.8 5 d12 AIII L=4000\fArial|b0|i0|c186|p34; mm (2 gab.) poz.7 5 5 5 5 5 poz.1 5 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (7 gab.) poz.3 5 poz.2 5 5 5 5 d2\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=1200\fArial|b0|i0|c186|p34;0 mm (2 gab.) poz.9 5 5 5 poz. 2 poz. 1 poz. 3 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I poz. 1 poz. 2 poz. 3 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 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 IV – IV poz. 5, 6 poz. 4, 7 poz. 5, 6 poz. 4 poz. 8 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 III – III poz. 5, 6 poz. 5, 6 poz. 8 5 5 5 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 5.3, 7) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 5.3 (1.gab.), 7(3. gab.)) kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 107.3 22.2 12 1850 4.830 Stiegrs poz. 2 28-AIII 367.3 76.05 9 8450 4.830 poz. 3 poz. 6 poz. 7 poz. 8 10-AIII 129.6 210.0 35 2180 0.617 Stiegrs 36.3 79.4 128.6 59 2180 772.5 Betons B30 2.36 m3 10-AIII 0.617 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 1 m, svars S – 7 Stiegrs 28-AIII 53.6 11.1 6 4.830 Stiegrs 28-AIII 354.3 73.4 9 8150 4.830 Stiegrs 28-AIII 224.3 46.5 9 5160 4.830 28-AIII 7.5 3 2500 4.830 poz. 4 poz. 5 1850 604.2 Kop\U+0101 S-7 Betons B30 1.46 m3 S – 5.3, 7 Kop\U+0101 S-5.3, 7 Kop\U+0101: 1376.7 3.82 m3 poz. 1 28-AIII 214.6 44.4 24 1850 4.830 poz. 2 28-AIII 734.6 152.1 18 8450 4.830 poz. 3 poz. 6 poz. 7 poz. 8 10-AIII 259.2 420.0 70 2180 0.617 36.3 79.4 128.6 59 2180 821.7 2.36 m3 10-AIII 0.617 28-AIII 53.6 11.1 6 4.830 28-AIII 354.3 73.4 9 8150 4.830 28-AIII 224.3 46.5 9 5160 4.830 28-AIII 7.5 3 2500 4.830 poz. 4 poz. 5 1850 1208.4 Kop\U+0101 S-7 1.46 m3 Kop\U+0101 S-5.3, 7 2030.1 3.82 m3 Stiegrs Stiegrs Stiegrs Betons B30 S – 7 Stiegrs Stiegrs Stiegrs Betons B30 S – 5.3, 7 Kop\U+0101: NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8450 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1850\fArial|b0|i0|c186|p34; mm (12 gab.) poz.1 poz.1 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8450 mm (9 gab.) poz.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8450 poz.1 poz.1 poz.2 5 5 5 5 5 5 604 5 5 5 d1\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=2180 mm (35 gab.) poz. 3 s. 2\fArial|b0|i0|c0|p34;00 SIJA S – 7.1 SIJA S – 7.1 SIJA S – 5.2 5 5 5 5 5 5 5 8150 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=1850\fArial|b0|i0|c186|p34; mm (6 gab.) poz.4 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=8150\fArial|b0|i0|c186|p34; mm (9 gab.) poz.5 5 5 5 5 AUG\U+0160\U+0112JAIS STIEGROJUMS APAK\U+0160\U+0112JAIS STIEGROJUMS 5 5 5 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=2500\fArial|b0|i0|c186|p34; mm (3 gab.) poz.7 d28\fArial|b0|i0|c186|p34; A\fArial|b0|i0|c0|p34;III L=5160\fArial|b0|i0|c186|p34; mm (9 gab.) poz.6 5 5 5 5 5 5 5 8150 poz.4 poz.5 5 5 5 5 poz.6 \U+0160\U+0136ERSSTIEGROJUMS 5 5 5 5 604 5 5 5 d1\fArial|b0|i0|c186|p34;0 A\fArial|b0|i0|c0|p34;III L=2180 mm (59 gab.) poz. 8 s. 2\fArial|b0|i0|c0|p34;00 II II 5 5 5 I I I I II II IV IV III III III III IV IV IV IV III III 16 16 19 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 II – II poz. 1 poz. 2 poz. 2 poz. 1 poz. 3 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I – I poz. 1 poz. 2 poz. 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 IV – IV poz. 5, 6 poz. 4, 7 poz. 5, 6 poz. 4 poz. 8 5 5 5 5 20 5 140 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 III – III poz. 5, 6 poz. 5, 6 poz. 8 5 5 5 5 MATERI\U+0100LU SPECIFIK\U+0100CIJA VIENAM ELEMENTAM (S – 5.3, 7) MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (S – 5.3 (1.gab.), 7(3. gab.)) kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 28-AIII 107.3 22.2 12 1850 4.830 Stiegrs poz. 2 28-AIII 367.3 76.05 9 8450 4.830 poz. 3 poz. 6 poz. 7 poz. 8 10-AIII 129.6 210.0 35 2180 0.617 Stiegrs 36.3 Stiegrs 79.4 128.6 59 2180 774.05 Betons B30 2.36 m3 10-AIII 0.617 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes 1 m, svars S – 7 Stiegrs 28-AIII 53.6 11.1 6 4.830 Stiegrs 28-AIII 354.3 73.4 9 8150 4.830 Stiegrs 28-AIII 224.3 46.5 9 5160 4.830 28-AIII 7.5 3 2500 4.830 poz. 4 poz. 5 1850 604.2 Kop\U+0101 S-7 Betons B30 1.46 m3 S – 5.3, 7 Kop\U+0101 S-5.3, 7 Kop\U+0101: 1378.2 3.82 m3 poz. 1 28-AIII 214.6 44.4 24 1850 4.830 poz. 2 28-AIII 734.6 152.1 18 8450 4.830 poz. 3 poz. 6 poz. 7 poz. 8 10-AIII 259.2 420.0 70 2180 0.617 36.3 79.4 128.6 59 2180 826.3 2.36 m3 10-AIII 0.617 28-AIII 53.6 11.1 6 4.830 28-AIII 354.3 73.4 9 8150 4.830 28-AIII 224.3 46.5 9 5160 4.830 28-AIII 7.5 3 2500 4.830 poz. 4 poz. 5 1850 1208.4 Kop\U+0101 S-7 1.46 m3 Kop\U+0101 S-5.3, 7 2034.7 3.82 m3 Stiegrs Stiegrs Stiegrs Betons B30 S – 7 Stiegrs Stiegrs Stiegrs Betons B30 S – 5.3, 7 Kop\U+0101: 5 5 5 5 5 5 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 5 5 -0.970 -0.190 5 5 5 -0.790 -0.190 -0.590 -0.190 -0.590 -0.590 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.970 -0.190 -0.870 -0.190 -0.870 -0.190 -0.870 -0.190 -0.870 -0.190 5 5 5 5 5 5 5 5 poz. 9 poz. 9 d12 AIII L=3080\fArial|b0|i0|c186|p34; mm (27 gab.) poz.9 5 5 5 5 5 5 poz. 9 Stiegrs 24.6 27.8 9 3080 12-AIII 0.888 poz. 9 Stiegrs 73.8 83.16 27 3080 12-AIII 0.888 5 5 5 5 poz. 9 5 5 5 5 d12 AIII L=3270\fArial|b0|i0|c186|p34; mm (27 gab.) poz.9 5 5 5 5 5 5 5 5 5 poz. 9 26.15 29.4 9 3270 12-AIII 0.888 poz. 9 78.4 88.3 27 3270 12-AIII 0.888 Aptv\U+0113re Stiegrs Stiegrs Stiegrs Stiegrs Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re Aptv\U+0113re 5 220*238*1400 – Q=48kN/m 220*238*1400 – Q=48kN/m 220*238*1500 – Q=48kN/m 220*238*1500 – Q=48kN/m PR-2 PR-3 220*238*1300 – Q=64kN/m 220*238*1300 – Q=64kN/m PR-4 220*238*1400 – Q=75kN/m 220*238*1400 – Q=75kN/m PR-6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K 5 5 15 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 F 5 5 5 5 5 5 5 5 5 5 5 5 5 PR-2 PR-1 PR-3 PR-2 5 5 220*238*1400 – Q=64kN/m 220*238*1400 – Q=64kN/m PR-5 220*238*1300 – Q=48kN/m 220*238*1300 – Q=48kN/m PR-1 5 5 5 5 5 5 PR-5 PR-4 5 5 5 5 5 PR-6 5 5 5 5 PR-6 5 5 5 5 5 5 PR-3 5 5 5 5 PR-3 5 5 5 5 PR-3 5 5 5 5 5 5 5 PR-3 PR-2 5 5 5 5 5 PR-3 5 5 5 5 PR-3 5 5 5 5 PR-3 5 5 5 5 5 5 5 PR-3 PR-2 5 5 5 5 5 PR-3 5 5 5 5 PR-3 5 5 5 5 PR-1 5 5 5 5 PR-2 5 5 5 5 PR-4 5 5 5 5 PR-5 5 5 5 5 5 5 5 PR-5 PR-4 5 5 5 5 5 PR-4 5 5 5 5 PR-5 5 5 5 5 5 5 5 PR-5 PR-4 5 5 5 5 5 PR-4 5 5 5 5 PR-5 5 5 5 5 5 5 5 PR-5 PR-4 5 5 5 5 5 PR-4 5 5 5 5 PR-5 5 5 5 5 5 5 5 5 5 5 5 5 5 PR-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 PR-3 PR-3 PR-3 PR-3 PR-1 PR-2 PR-2 PR-1 5 5 5 PR-2 5 5 5 5 PR-2 5 5 5 5 PR-2 5 5 5 5 PR-1 5 5 5 5 5 PR-1 5 5 5 5 PR-2 5 5 5 5 PR-2 52. gab. 60. gab. 32. gab. 8. gab. 32. gab. 24. gab. 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K 5 5 15 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 F 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 5 125 5 125 5 5 5 5 5 5 5 5 5 125 125 125 5 5 5 5 5 5 5 5 5 5 5 125 5 5 5 5 5 5 5 125 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 3520 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 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 1. un 2. ST\U+0100VA P\U+0100RSEGUMA PL\U+0100NS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K 5 5 15 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 F 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 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 5 5 5 5 5 5 5 5 5 5 5 5 BK-48 SLODZE UZ PL\U+0100TNES. g = 2.70 kN/m2 q = 2.00 kN/m2 PIEZ\U+012AMES: g – normat\U+012Bv\U+0101 past\U+0101v\U+012Bg\U+0101 slodze ( Virsbetons, gr\U+012Bdas konstrukcija); q – normat\U+012Bv\U+0101 lietder\U+012Bg\U+0101 slodze. Bez pl\U+0101tnes pa\U+0161svara. SS – 1 SS – 2 SS – 3 SS – 3 5 KK – 2 KK – 2 KK – 3 MP – 3 3 2 1 Q – 5 kN/m – pa\U+0161neso\U+0161a siena 5 5 Q – 4 kN/m – starpsiena EP-6/220 – 1 43 gab. 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 EP-6/220 – 4 5 5 3. gab. 66. gab. 32. gab. EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 5 EP-6/220 – 6 5 5 5 5 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 5 EP-6/220 – 7 5 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 8 5 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 MP – 1 22. gab. 2. gab. 14. gab. 3. gab. 6. gab. 5 5 MP – 2 1. gab. 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 5 5 5 5 5 5 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 5 5 5 5 5 5 5 5 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 5 5 5 5 5 EP-6/220 – 3 5 5 SS – 1 5 5 5 5 5 5 5 5 5 EP-6/220 – 3 5 5 5 5 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 SS – 1 5 5 5 5 5 5 5 5 5 EP-6/220 – 3 5 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SS – 1 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 5 EP-6/220 – 2 5 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 5 5 5 5 5 EP-6/220 – 3 5 5 5 5 5 5 EP-6/220 – 1 EP-6/220 – 1 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3520 5 EP-6/220 – 1 5 5 EP-6/220 – 1 5 5 5 5 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 5 1 2 3 4 5 6 12 11 10 9 8 7 22 21 20 19 18 41 40 39 38 37 53 52 51 50 49 64 63 \W4.51860; 62 61 60 83 82 81 80 79 106 105 104 103 102 95 94 93 92 91 13 14 15 16 17 32 33 34 35 36 44 45 46 47 48 55 56 57 58 59 74 75 76 77 78 97 98 99 100 101 23 42 65 84 107 96 90 89 88 86 85 87 24 25 26 27 28 31 30 29 66 67 68 69 70 73 72 71 43 EP-6/220 – 2 5 5 54 EP-6/220 – 4 5 5 EP-6/220 – 4 5 5 EP-6/220 – 1 39 gab. 5 5 EP-6/220 – 4 5 5 EP-6/220 – 7 5 5 64. gab. 28. gab. EP-6/220 – 10 5 5 EP-6/220 – 13 5 5 22. gab. 14. gab. vai EP-6/220 – 3 4 gab. 5 5 EP-6/220 – 2 4 gab. 5 5 EP-6/220 – 5 5 5 4. gab. EP-6/220 – 6 5 5 4. gab. EP-6/220 – 8 5 5 2. gab. EP-6/220 – 9 5 5 2. gab. EP-6/220 – 11 5 5 1. gab. EP-6/220 – 12 5 5 1. gab. EP-6/220 – 14 5 5 EP-6/220 – 15b 5 5 2. gab. no 1 panel. izdar\U+012Bt EP-6/220 – 15a 5 5 1. gab. 1. gab. uz 4. st\U+0101va p\U+0101rsegumu 2. gab. no 1 panel. izdar\U+012Bt 5 5 5 700 5 700 1700 760 1700 760 5 5 530 5 5 5 5 5 5 193 194 MP – 2A monil\U+012Bts dzelzsbetons saliekamie dzelzsbetona paneli 1. gab. BK-50 EP-6/220 – 1 28 gab. 5 5 EP-6/220 – 4 5 5 EP-6/220 – 7 5 5 48. gab. 43. gab. EP-6/220 – 13 5 5 13. gab. BK-53 EP-6/220 – 10 5 5 16. gab. EP-6/220 – 16 5 5 4. gab. BK-49 BK-46 BK-47 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Nosaukums MATERI\U+0100LU KOPSAVILKUMS Sk. masa kg Vien. Marka d10 AIII L=1800 m 1 2 Kop\U+0101 kg 0.617 1110 kg 1110 BETONS B 30 m3 11.1 1 1 d10 AIII L=7200 m Kop\U+0101 kg 0.617 4440 kg 4440 BETONS B 30 m3 44.4 4 4 3 4 5 5 5 5 5 5 D E J G H K F 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 5 5 5 5 5 1640 5 240 300 1880 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 5 270 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 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 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 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 +-70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SS – 3 SS – 3A KK – 2 KK – 2 KK – 3 MP – 3 5 5 5 5 5 5 5 5 5 5 18 19 20 5 5 J H K 5 5 ( uz atz. +2.98, +6.13, +9.28, +12.43 no pagraba p\U+0101rseguma aug\U+0161. atz\U+012Bm.) P\U+0101rseguma konstrukcija MP-3 SS – 3 SS – 3A 18 19 20 5 5 J H K 5 5 P\U+0100RSEGUMA AUG\U+0160A STIEGROJUMA PL\U+0100NS d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 850 2650 5 850 5 SS – 3 SS – 3A 18 19 20 5 5 J H K 5 5 P\U+0100RSEGUMA APAK\U+0160A STIEGROJUMA PL\U+0100NS d10, s.200 d10, s.200 d10, s.200 d10, s.200 5 5 5 5 5 5 5 5 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. BK-52 J AUG\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS II II II II II II 5 5 5 5 5 5 5 d20 AIII L=2000 mm (8 gab.) poz.4 5 5 5 5 5 d20AIII L=7210 mm (4 gab.) poz.5 APAK\U+0160\U+0112JAIS STIEGROJUMS 5 5 5 5 5 d20AIII L=7210 mm (5 gab.) poz.5 d6 AIII L=1800\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34;5 gab.) poz. 6 s. 15\fArial|b0|i0|c0|p34;0 5 5 5 5 20 5 140 5 5 5 5 poz. 5 II – II poz. 4 5 5 5 5 5 5 5 5 5 19 19 AUG\U+0160\U+0112JAIS STIEGROJUMS \U+0160\U+0136ERSSTIEGROJUMS I I I I I I 5 5 5 5 5 5 5 d20 AIII L=2000 mm (8 gab.) poz.\fArial|b0|i0|c0|p34;1 5 5 5 5 5 d20AIII L=7210 mm (4 gab.) poz.2 APAK\U+0160\U+0112JAIS STIEGROJUMS 5 5 5 5 5 d20AIII L=7210 mm (5 gab.) poz.2 d6 AIII L=1850\fArial|b0|i0|c186|p34; mm (\fArial|b0|i0|c0|p34;4\fArial|b0|i0|c186|p34;5 gab.) poz. 3 s. 15\fArial|b0|i0|c0|p34;0 5 5 5 5 20 5 140 5 5 5 5 poz. 2 I – I poz. 2 5 5 5 5 5 5 5 5 5 J SIJA SS – 3 SIJA SS – 3A poz. 5 poz. 1 poz. 6 poz. 3 +2.580 +3.160 +6.310 +9.460 +12.610 +5.730 +8.880 +12.030 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. NOTEIKUMUS. SS – 3 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 20-AIII 39.6 16.0 8 2000 2.47 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (SS – 3, 3A) Stiegrs poz. 2 20-AIII 160.3 64.9 9 7210 2.47 poz. 3 18.5 Stiegrs poz. 4 20-AIII 39.6 16.0 8 2000 2.47 poz. 5 poz. 6 Stiegrs 20-AIII 160.3 64.9 9 7210 2.47 18.00 Kopa Betons B30 0.87 m3 436.3 BK-53 Aptv\U+0113re 6-AIII 83.3 45 1850 0.222 Aptv\U+0113re 6-AIII 81.0 45 1800 0.222 SS – 3A SS – 3 kop\U+0101, Garums mm Skaits Garums, mm m Marka Apz\U+012Bm\U+0113jums Poz. Poz.kop\U+0101 Masa, kg \U+00D8 Piez\U+012Bmes Stiegrs poz. 1 1 m, svars 20-AIII 158.4 64.0 8 2000 2.47 MATERI\U+0100LU SPECIFIK\U+0100CIJA ELEMENTAM (SS – 3, 3A) (4.GAB.) Stiegrs poz. 2 20-AIII 641.2 259.6 9 7210 2.47 poz. 3 74.0 Stiegrs poz. 4 20-AIII 158.4 64.0 8 2000 2.47 poz. 5 poz. 6 Stiegrs 20-AIII 641.2 259.6 9 7210 2.47 72.00 Kopa Betons B30 3.48 m3 1745.2 Aptv\U+0113re 6-AIII 333.2 45 1850 0.222 Aptv\U+0113re 6-AIII 324.0 45 1800 0.222 SS – 3A d 6 AIII L=1200 mm (1226 gab.) d20 AIII d12 AIII 5 5 LAPA 1/3 Ispolzovanie: M 1:20 1 2 3 4 9 2000 L=2\fArial|b0|i0|c186|p34;00\fArial|b0|i0|c0|p34;0\fArial|b0|i0|c186|p34; mm (1040 gab.) L=2080 m – 2.47kg/m – 5138 kg. L=4600 m – 0.888kg/m – 4085 kg. 5 5 5 5 5 5 5 327 kg pojasa nesussihsten 1-4 etazi pojasa nesussihsten 1-4 etazi pojasa nesussihsten po 1 etazu d12 AIII 5 L=2304 m – 0.888kg/m – 2046 kg. samonesusie peremi4ki 1-4 etazi, d10 AIII 5 L=7200 m – 0.617kg/m – 4440 kg. monolitnoe perekritie v osja H-K, 18-20 5 6 7 5 5 5 5 5 HEB280 L=6250 mm (4 gab.) L=25 m – 103kg/m – 2575 kg. 10.5 5 shvi mezdu plitami 5 5 L=600 mm – 412 gab. – 300 kg. protivozdvigavoj element pojasa steni (1-4 etazi) 1200 160 L=305.0 m – 0.888kg/m – 271.0 kg. protivozdvigavoj element pojasa steni (1-4 etazi) 5 12 8 400 350 5 220 L=253.0 m – 0.888kg/m – 225.0 kg. protivozdvigavoj element pojasa steni (1-4 etazi) (224 gab.) (224 gab.) 5 5 5 10 d 6 AIII L=1100 mm (3524 gab.) Ispolzovanie: 860 kg pojasa nesussih sten po 2-4 etazam 5 5 5 5 5 5 5 11 L=2.0 m – 64gab. 128m – 318.8 kg. verhnjaja armatura balok ss-3, ss-3a (224 gab.) d20 AIII 5 12 7210 L=7.21 mm (72 gab.) L=520.0 m – 2.47kg/m – 1285 kg. armatura balok ss-3, ss-3a 5 5 5 5 5 5 5 5 14 13 hamuti balok ss-3, ss-3a hamuti balok ss-3, ss-3a L=1850\fArial|b0|i0|c186|p34; mm (180 gab.) 74 kg. L=1800\fArial|b0|i0|c186|p34; mm (180 gab.) 72 kg. 5 5 5 5 5 5 16 15 hamuti kolonn hamuti kolonn L=1200 mm (53 gab.) L=1100 mm (106 gab.) L=63.6 m * 0.222=14.12kg L=116.6 m * 0.222=25.9kg 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d20AIII L=4000 mm (24 gab.) d20AIII L=4000 mm (12 gab.) d20AIII L=4000 mm (72 gab.) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d20AIII L=3000 mm (8 gab.) d20AIII L=3000 mm (4 gab.) d20AIII L=3000 mm (24 gab.) L=4000 mm (108 gab.) L=432 m – *2.47kg/m2=1067kg L=3000 mm (36 gab.) L=108 m – *2.47kg/m2=267kg LAPA 2/3 M 1:20 nesusjaja armatura kolonn nesusjaja armatura kolonn 5 5 5 5 +2.580 +3.160 +6.310 +9.460 +12.610 +5.730 +8.880 +12.030 MONOL\U+012BTA JOSLA SILIKATBLOKU SIENAI BK-54 d=20 mm 6. gab d=12 mm 4. gab d=16 mm (s.150 (durvju aila zona)) – s.250 (visa garuma) P\U+0100RSEDZES VISAI \U+0112KAI NESO\U+0160AM SIENAM SALIEKAMIE DZELZSBETONA PARSEDZES SAMAIN\U+012ATI UZ MONOL\U+012ATAM JOSLAM “0” CIKLS VIRSZEMES CIKLS Apz\U+012Bm\U+0113jums Piez\U+012Bmes Nosaukums PRSED\U+017DU SKICES Sk. masa kg Vien. Marka PR – 1 PARSEDZE 1 2 24 sk. skice PR – 2 PR – 3 PR – 4 PR – 5 PR – 6 3 4 5 6 PARSEDZE PARSEDZE PARSEDZE PARSEDZE PARSEDZE sk. skice sk. skice sk. skice sk. skice sk. skice 52 60 32 32 8 A 26 320 268 26 26 198 250 26 14 42 250 83 83 42 3. ST\U+0100VA P\U+0100RSEGUMA PL\U+0100NS SLODZE UZ PL\U+0100TNES. g = 2.70 kN/m2 q = 2.00 kN/m2 – 3.6kN/m2 (terases) PIEZ\U+012AMES: g – normat\U+012Bv\U+0101 past\U+0101v\U+012Bg\U+0101 slodze ( Virsbetons, gr\U+012Bdas konstrukcija); q – normat\U+012Bv\U+0101 lietder\U+012Bg\U+0101 slodze. Bez pl\U+0101tnes pa\U+0161svara. 3 2 1 Q – 5 kN/m – pa\U+0161neso\U+0161a siena 5 5 Q – 4 kN/m – starpsiena 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K 5 5 15 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 F 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 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 SS – 2 SS – 3 SS – 3 KK – 2 KK – 2 KK – 3 MP – 3 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 1 5 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 5 5 5 5 5 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 5 5 5 5 5 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 5 5 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 5 5 5 5 5 EP-6/220 – 3 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 5 5 5 5 5 5 5 5 5 EP-6/220 – 1 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 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 5 1 2 3 4 5 11 10 9 8 7 5 5 5 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 14 15 16 17 18 25 24 23 22 21 28 29 30 31 34 33 36 37 38 39 40 46 44 43 50 51 52 53 54 61 60 59 58 57 65 66 67 68 69 74 73 72 71 78 79 80 81 85 84 83 86 87 88 89 90 91 97 96 95 94 93 100 101 102 103 104 105 111 110 109 108 107 114 115 116 117 118 119 125 124 123 122 121 35 41 47 55 45 64 128 129 130 131 135 134 133 136 137 138 139 140 145 144 143 142 141 148 149 150 151 153 154 155 156 157 163 162 161 160 159 165 166 167 168 175 174 173 172 171 178 179 180 181 185 184 183 186 187 188 189 190 197 196 195 194 193 200 201 202 203 204 211 210 209 208 207 215 214 215 214 EP-6/220 – 4 5 EP-6/220 – 4 5 5 EP-6/220 – 2 5 EP-6/220 – 2 5 EP-6/220 – 2 5 EP-6/220 – 2 5 5 EP-6/220 – 1 5 EP-6/220 – 1 5 12 EP-6/220 – 1 EP-6/220 – 1 MP – 2A 1700 760 1700 760 5 5 5 5 1700 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 1 EP-6/220 – 5 EP-6/220 – 2 5 EP-6/220 – 2 5 EP-6/220 – 2 5 EP-6/220 – 2 5 EP-6/220 – 2 26 62 75 98 112 126 48 146 158 5 EP-6/220 – 2 76 EP-6/220 – 3 5 32 EP-6/220 – 3 5 82 EP-6/220 – 3 5 132 5 EP-6/220 – 5 EP-6/220 – 1 5 164 176 EP-6/220 – 3 5 182 5 198 EP-6/220 – 2 191 5 5 EP-6/220 – 1 EP-6/220 – 1 205 EP-6/220 – 5 700 152 5 EP-6/220 – 2 19 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 EP-6/220 – 2 EP-6/220 – 2 5 5 EP-6/220 – 2 EP-6/220 – 2 5 5 EP-6/220 – 2 EP-6/220 – 2 5 5 EP-6/220 – 2 EP-6/220 – 2 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 2 EP-6/220 – 2 5 5 5 5 EP-6/220 – 1 EP-6/220 – 1 5 5 169 170 EP-6/220 – 1 5 177 EP-6/220 – 1 147 5 5 5 EP-6/220 – 4 EP-6/220 – 4 5 5 EP-6/220 – 4 EP-6/220 – 4 5 5 5 5 5 5 5 5 6 13 20 27 49 42 56 63 70 77 92 99 106 113 120 127 212 199 192 MONT\U+0100\U+017DAS K\U+0100RT\U+012ABA MONT\U+0100\U+017DAS K\U+0100RT\U+012ABA KS-2 KS-1 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Garums Sk. masa kg Vien. Marka EP-6/220 – 1 L= 3150 mm 1 2 86 3 4 5 EP-6/220 – 2 L= 4950 mm 126 EP-6/220 – 3 L= 2950 mm 60 EP-6/220 – 4 L= 6350 mm 42 EP-6/220 – 5 L= 5950 mm 32 5 5 5 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Garums Sk. masa kg Vien. Marka EP-6/220 – 1 L= 3150 mm 1 2 49 3 4 5 EP-6/220 – 2 L= 4950 mm 78 EP-6/220 – 3 L= 2950 mm 32 EP-6/220 – 4 L= 6350 mm 26 EP-6/220 – 5 L= 5950 mm 17 5 EP-6/220 – 2 5 5 5 KS-3 KS-4 KS-4 KS-3 KS-1 KS-2 6 KS – 1 7 8 9 KS – 2 KS – 3 KS – 4 2 8 2 14 U-PALKIT 270 U-PALKIT 270 L 220*125*12 L 220*125*12 5 1900 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A B C D E J G H K 5 5 15 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 F 5 JUMTA P\U+0100RSEGUMA PL\U+0100NS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 SLODZE UZ PL\U+0100TNES. g = 1.50 kN/m2 q = 3.00 kN/m2 PIEZ\U+012AMES: g – normat\U+012Bv\U+0101 past\U+0101v\U+012Bg\U+0101 slodze ( Virsbetons, gr\U+012Bdas konstrukcija); q – normat\U+012Bv\U+0101 lietder\U+012Bg\U+0101 slodze. Bez pl\U+0101tnes pa\U+0161svara. EP-6/220 – 5 EP-6/220 – 5 5 SLODZE UZ PL\U+0100TNES. 2 Q – 2 kN/m – Parapets 5 5 5 5 5 5 EP-6/220 – 1 EP-6/220 – 1 5 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 4 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 2 EP-6/220 – 3 EP-6/220 – 3 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 5 EP-6/220 – 1 EP-6/220 – 1 EP-6/220 – 1 5 5 5 5 5 5 5 EP-6/220 – 1 5 EP-6/220 – 2\fTahoma|b0|i0|c186|p34;A EP-6/220 – 2A EP-6/220 – 1 EP-6/220 – 1 201 202 203 204 205 3 2 4 206 6 5 1 195 196 197 198 199 9 8 10 200 12 11 7 184 185 186 187 188 22 21 23 189 25 24 20 178 179 180 181 182 28 27 29 183 31 30 26 172 173 174 175 176 34 33 35 177 37 36 32 161 162 163 164 165 47 46 48 166 50 49 45 155 156 157 158 159 53 52 54 160 56 55 51 149 15\fTahoma|b0|i0|c186|p34;0 15\fTahoma|b0|i0|c186|p34;1 15\fTahoma|b0|i0|c186|p34;2 15\fTahoma|b0|i0|c186|p34;3 59 58 60 15\fTahoma|b0|i0|c186|p34;4 62 61 57 190 191 192 193 194 18 19 17 16 15 14 13 167 168 169 170 171 43 44 42 41 40 39 38 145 146 147 148 68 69 67 66 65 64 63 72 71 73 75 74 70 78 77 79 81 80 76 112 113 114 115 108 107 109 110 106 111 117 118 119 120 102 101 103 121 105 104 100 116 127 128 129 130 89 88 90 131 92 91 87 93 94 95 96 97 98 99 126 125 124 123 122 82 83 84 85 86 142 141 140 139 138 137 136 135 134 133 132 143 144 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Garums Sk. masa kg Vien. Marka EP-6/220 – 1 L= 3150 mm 1 2 42 3 4 5 EP-6/220 – 2, 2A L= 4950 mm 67 EP-6/220 – 3, 3A L= 2950 mm 48 EP-6/220 – 4 L= 6350 mm 22 EP-6/220 – 5 L= 5950 mm 15 6 KS – 1 7 8 9 KS – 2 KS – 3 KS – 4 2 8 2 14 U-PALKIT 270 U-PALKIT 270 L 220*125*12 L 220*125*12 KS-1 KS-3 KS-4 KS-4 KS-3 KS-1 KS-2 5 2000 2000 Griezums pa asi 4 5 5 KP-1 KP-1 KP-2 KP-3 KP-3 KP-3 KL-1 KP-2 Apz\U+012Bm\U+0113jums Piez\U+012Bmes Garums Sk. masa kg Vien. Marka KP – 1 L= 2950 mm 1 2 8 3 4 5 4 12 L= 2750 mm 4 B= 1300 mm 24 6 4 KP – 2 KP – 3 KP – 4 KP-4 KL – 1 KL – 2 L= 2950 mm L= 2950 mm B= 1300 mm KP-3 7 4 KL – 3 B= 1300 mm KAP\U+0145U ELEMENTU SPECIFIK\U+0100CIJA 5 5 2930 BK- 5 Visp\U+0101r\U+012Bgo r\U+0101d\U+012Bt\U+0101ju dati BK-1 Piez\U+012Bmes Pamatu pl\U+0101ns 2 Pamats MR-1 3 4 BK-7 8 9 10 -13 14 15 BK-25 12 6 11 BK- BK- BK- BK- BK- BK- BK- BK- BK- BK- BK- BK- 16 BK- 17 18 BK- BK- – KLIMATISK\U+0100S SLODZES (SNIEGS UN V\U+0112J\U+0160) BK- 19 BK- 20 21 BK- 22 BK- 23 BK- 24B BK- 29 BK- 30 BK- BK-26 BK-27 BK-28 Nr. DARBA RAS\U+0112JUMU SARAKSTS BK-31 BK-44 BK-33 BK-34 BK-36 BK-42 BK-43 AUTORIEM SASKA\U+0145OTA MONT\U+0100\U+017DAS DARBU VEIK\U+0160ANAS PROJEKTA. Sienu un kolonnu pl\U+0101ns Kolonna K-1 P\U+0101rseguma pl\U+0101ns atz. -0.190 P\U+0100RSEGUMA APAK\U+0160A STIEGROJUMA PL\U+0100NS PROJEKT\U+0112\U+0160ANAS PARAMETRI TEHNISKAIS PROJEKTS IZSTR\U+0100D\U+0100TS SASKA\U+0145A AR B\U+016AVNORMAT\U+012AVU PRAS\U+012AB\U+0100M: – SNiP 2.01.07-85 “SLODZES UN IEDARB\U+012ABAS” M.1996; – LBN 003-01 “B\U+016AVKLIMATOLO\U+0122IJA”; – SNiP II-23-81* “T\U+0112RAUDA KONSTRUKCIJAS. PROJEKT\U+0112\U+0160ANAS NORMAS” M.1990; – SNiP 2.03.11-85 “B\U+016AVKONSTRUKCIJU AIZSARDZ\U+012ABA NO KOROZIJAS” M.1986; – LBN 203-97 “BETONA UN DZELZSBETONA KONSTRUKCIJU PROJEKT\U+0112\U+0160ANAS NORMAS” PROJEKTS IZSTR\U+0100D\U+0100TS PAMATOJOTIES UZ SEKOJO\U+0160\U+0100M SLODZ\U+0112M: – KONSTRUKCIJAS PA\U+0160SVARS PAMATOJOTIES UZ IN\U+017DENIERTEHNISKO RISIN\U+0100JUMU; VISP\U+0100R\U+0112JIE NOR\U+0100D\U+012AJUMI. PROJEKTA SADA\U+013BA IZSTR\U+0100D\U+0100TA PAMATOJOTIES UZ SIA “BALTIK NAMS” Reg. Nr. 40003911697 UZDEVUMU; PAR NOSAC\U+012ATO RELAT\U+012AVO ATZ\U+012AMI ±0.000 PIE\U+0145EMTS \U+0112KAS T\U+012ARAS GR\U+012ADAS L\U+012AMENIS, KAS ATBILST ABSOL\U+016ATAI ATZ\U+012AMEI +3.500 BALTIJAS AUGSTUMU SIST\U+0112M\U+0100 /BAS/; PROJEKTA RISIN\U+0100JUMI IZSTRAD\U+0100TI POZIT\U+012AV\U+0100M \U+0100RA TEMPERAT\U+016ARAM; DOTAIS PROJEKTS IZSTR\U+0100D\U+0100TS TP (TEHNISKAIS PROJEKTS) STADIJ\U+0100; METALA KONSTRUKCIJU DA\U+013BA IZSTR\U+0100D\U+0100TA MK STADIJ\U+0100. NOR\U+0100D\U+012AJUMI PAR KONSTRUKCIJU IZGATAVO\U+0160ANU UN MONT\U+0100\U+017DU – KONSTRUKCIJU IZGATAVO\U+0160ANU UN MONT\U+0100\U+017DU VEIKT SASKA\U+0145A AR B\U+016AVNORM\U+0100M CNuN III-18-75 “MET\U+0100LA KONSTRUCIJAS. IZGATAVO\U+0160ANAS UN PI\U+0145EM\U+0160ANAS NOTEIKUMI” CNuN 3.03.01-87 “NESO\U+0160AS UN NOROBE\U+017DOJO\U+0160AS KONSTRUKCIJAS” AR OBLIG\U+0100TU PROJEKTA RAS\U+0112JUMOS NPR\U+0100D\U+012ATO NOTEIKUMU IZPILDI. – KONSTRUKCIJU IZGATAVO\U+0160ANA UN MONT\U+0100\U+017DA AT\U+013BAUTA JURIDISK\U+0100M PERSON\U+0100M, KUR\U+0100M IR IZSNIEGTA LICENCE \U+0160O DARBU VEIK\U+0160ANAI. – KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT TIKAI P\U+0112C SPECI\U+0100LI IZSTR\U+0100D\U+0100TA UN AR \U+0160\U+012A PROJEKTA – KONSTRUKCIJU IZGATAVO\U+0160ANA J\U+0100VEIC R\U+016APN\U+012ACAS APST\U+0100K\U+013BOS. METIN\U+0100T AR PUSAUTOM\U+0100TU OG\U+013BSK\U+0100BAS G\U+0100ZES VID\U+012A (GOST 8050-85), LIETOJOT STIEPLI Cb-08 2C (GOST 2246-70*) MONT\U+0100\U+017DAS SAVIENOJUMI – SKR\U+016AVJU UN METIN\U+0100TI. METIN\U+0100TOS SAVIENOJUMUS VEIKT AR ROKAS METIN\U+0100\U+0160ANU, PIELIETOJOT ELEKTRODUS \U+017B -46, GOST 9467-75*. SKR\U+016AVJU SAVIENOJUMOS LIETOT “B” PRECIZIT\U+0100TES KL\U+0100SES SKR\U+016AVES GOST 7798-70* AR STIPR\U+012ABAS KLASI 8.8, GOST 1759.7-87, UZGRE\U+017D\U+0145US, GOST 5915-70* AR STIPR\U+012ABASKLASI 8, GOST 1759.7-87, PAPLAKSNES, GOST 11371-78*. SKR\U+016AVJU UN CAURUMU NOMIN\U+0100LO DIAMETRU STARP\U+012ABAI J\U+0100B\U+016AT 3 mm. MET\U+0100LAKONSTRUKCIJU UGUNS UN PRETKOROZIJAS AIZSARDZ\U+012ABA – VISAS KONSTRUKCIJAS NOT\U+012AR\U+012AT AR SMIL\U+0160U STR\U+016AKLU PA\U+0145\U+0112MIENU L\U+012ADZ Sa2/ T\U+012AR\U+012AAS PAKAPEI ATBILSTO\U+0160I ISO 8501-1 STANDARTAM. – VISAS KONSTRUKCIJAS NOKR\U+0100SOT AR EPOKS\U+012ADU KR\U+0100SU SAST\U+0100VIEM. EPOKS\U+012ADU SATURO\U+0160A GRUNTS KR\U+0100SA – 2 x 40 mkm. SEDZO\U+0160AIS KR\U+0100SOJUMS – 2 x 60 mkm. KR\U+0100SOJUMA TONI PIE\U+0145EMT P\U+0112C PROJEKTA ARHITEKT\U+016ARAS DA\U+013B\U+0100 DOTEJIEM NOR\U+0100D\U+012AJUMIEM. – VISAM KONSTRUKCIJ\U+0100M J\U+0100NODRO\U+0160INA UGUNSDRO\U+0160\U+012ABAS ROBE\U+017DAS SASKA\U+0145A AR LBN 201-96. DARBA RAS\U+0112JUMU SARAKSTS Griezumi Pamats LMR-1 BK-37 BK-38 BK-39 BK-40 BK-41 BK-35 Sija S-1 BK-32 BK-1 BK-45 BK-46 BK-47 BK-48 BK-49 BK-50 BK-51 BK-52 BK-53 BK-54 4. st\U+0101va p\U+0101rsed\U+017Eu pl\U+0101ns 1. un 2. st\U+0101va p\U+0101rseguma pl\U+0101ns 3. st\U+0101va p\U+0101rseguma pl\U+0101ns Jumta p\U+0101rseguma pl\U+0101ns Balkonu elementi MP-1, MP-2 Sija SS-3, SS-3A 1., 2. un 3 st\U+0101va p\U+0101rsed\U+017Eu pl\U+0101ns Pamats MR-2B Pamats MR-3 Pamats MR-4 Pamats MR-5 Pamats MR-6 Pamats MR-7 Pamats MR-8 Pamats MR-9 Pamats MR-10 Pamats MR-11 Pamats MR-12 Pamats MR-13 Pamats LMR-2 Pamats LMR-2a Pamats LMR-3 Pamats LMR-4 Pamats LMR-5 Pamats LMR-6 Pamats LMR-7 3.06.2010 7.07.2010 BK-27.1 Kolonna K-2 Kolonna K-3 Kolonna K-3A Kolonna K-4 Kolonna K-5 Kolonna K-6 Kolonna K-7 Kolonna K-8 Sija S-2 Sija S-2a Sija S-3 Sija S-8, 9, 10 Sija S-4, 5, 6 Sija S-4.1, 5.1, 6.1 Sija S – 7, 5.3 Sija S – 7.1, 5.2 P\U+0100RSEGUMA AUG\U+0160A STIEGROJUMA PL\U+0100NS P\U+0101rseguma konstrukcija MP-3, ( uz atz. +2.98, +6.13, +9.28, +12.43 no dz.b. pagraba p\U+0101rseguma aug\U+0161. atz\U+012Bm.) Griezums pa asi 4 MP – 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 I I I – I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.000 -0.040 -0.070 5 +0.000 -0.040 -0.070 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 II II II – II 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.000 -0.040 -0.070 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.000 -0.040 -0.070 MP – 1 (12. GAB.) MP – 2, (3. GAB.) 5 5 HEA 100 ID – 1 ID – 1 HEA 100 5 5 5 5 5 5 5 5 5 5 5 5 NOR\U+0100D\U+012AJUMI: PAS\U+016AT\U+012AT\U+0100JU UN PROJEKTA IZSTR\U+0100D\U+0100T\U+0100JU. TEHNISKAJ\U+0100M PRAS\U+012AB\U+0100M PIE\U+013BAUJAMAS TIKAI P\U+0112C SASKA\U+0145O\U+0160ANAS AR 1. JEBK\U+0100DAS ATK\U+0100PES NO \U+0160\U+012A PROJEKTA UN B\U+016AVDARBU IZPILDES NORMU SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. 2. B\U+016AVDARBU TEHNOLO\U+0122IJAS, MATERI\U+0100LU UN PRECIZIT\U+0100TES NOTEIKUMI 3. KONSTRUKCIJU MONT\U+0100\U+017DU VEIKT SASKA\U+0145\U+0100 AR LATVIJAS B\U+016AVNORMU PRAS\U+012AB\U+0100M. PIRMS BETON\U+0112\U+0160ANAS, IEVEROJOT FIRMAS TEHNISKOS 7. SANTEHNISK\U+0100S SIST\U+0112MAS ARMAT\U+016ARU IEVIETOT VEID\U+0145OS 6. STIEGROJUMS DOTS BEZ ATGRIEZUMIEM UN SAVSTARP\U+0112JIEM P\U+0100RLAIDUMIEM. VAIR\U+0100K K\U+0100 50% NO GARENSTIEGR\U+0100M. (IZVIETOT AR SAVSTARP\U+0112JU NOB\U+012ADI). VIEN\U+0100 \U+0160\U+0136\U+0112RSGRIEZUM\U+0100 DR\U+012AKST SAVIENOT NE 5. SAVIENOJOT STIEGRAS, MINIM\U+0100LAIS P\U+0100RLAIDUMA GARUMS 45d 4. STIEGROJUMU SAVIENOT, SIENOT. 8. CAURUMUS P\U+0100RSEGUMA PL\U+0100TN\U+0112 ARM\U+0112T AR PAPILDUS STIEGR\U+0100M AR \U+0160\U+0136\U+0112RSLAUKUMU NE MAZ\U+0100KU K\U+0100 IZGRIEZT\U+0100M STIEGR\U+0100M/ENKUROJUMA GARUMS min 30d. NOTEIKUMUS. 9. NO MONT\U+0100\U+017DAS SLODZ\U+0112M UN MATERI\U+0100LU NOVIETO\U+0160ANAS PIEP\U+016ALES B\U+016AVKONSTRUKCIJ\U+0100S NEDRIKST P\U+0100RSNIEGT PIEP\U+016ALES, KAS ATTIEC\U+012AGAJAI KONSTRUKCIJAI PAREDZ\U+0112TAS EKSPLUAT\U+0100CIJ\U+0100S LAIK\U+0100 VAI PIE\U+013BAUJAMAS P\U+0112C \U+0160O KONSTRUKCIJU PROJEKTIEM. MONOL\U+012ATAJ\U+0100M KONSTRUKCIJ\U+0100M J\U+0100R\U+0112\U+0136INAS AR BETONA SASNIEGTO STIPR\U+012ABU KONSTRUKCIJAS NOSLOGO\U+0160ANAS MOMENT\U+0100. BK-51 LAPA 2/2 M 1:20 LAPA 3/3 M 1:20