00 81L 1122PPPP090 000001 01AUSSCHREIBEN.DE - Triflex English 06.04.22 000002 02AUSSCHREIBEN.DE 000003 08_ Euro 000004 1101 N Lot 000005 12Triflex AWS - Waterproofing system under 000006 20 000007 26 Triflex AWS 000008 26 Waterproofing system under mastic asphalt (OS 10) 000009 26 000010 2611BConstruction project: '...' 000011 2612BArchitect/client: '...' 000012 26 000013 26 Preliminary remarks: 000014 26 000015 26 Work is carried out using products from the Minden- 000016 26 based company Triflex GmbH & Co. KG. 000017 26 000018 26 The offer is for the procurement and installation of 000019 26 the Triflex AWS fleece-reinforced waterproofing system 000020 26 under mastic asphalt as per VV TB, Part C, No. C 3.12 000021 26 (OS 10). The system design has a general building 000022 26 supervisory authority test certificate (abP) as per VV 000023 26 TB, Part C, No. C 3.12 (OS 10). 000024 26 The system design meets the requirements of class OS 10 000025 26 as per DIN 18532, Part 6 and the respective valid 000026 26 version of the DBV data sheet for multi-storey car 000027 26 parks and underground car parks. 000028 26 A test report is available on the positive testing of 000029 26 the resistance of Triflex ProPark and Triflex ProDetail 000030 26 to thermal stress due to mastic asphalt of approx. +250 000031 26 øC. 000032 26 Moreover, Triflex ProDetail is covered by a European 000033 26 Technical Approval (ETA), issued by the German approval 000034 26 body for non-regulated construction products and types 000035 26 of construction, the Deutsches Institut fr Bautechnik 000036 26 (DIBt), and thus meets the requirements of the EU'?s 000037 26 Construction Products Directive (CE mark) in accordance 000038 26 with ETAG 005 in the highest usage categories. 000039 26 000040 26 Compliance with all applicable guidelines is taken into 000041 26 account and required for the different recommended 000042 26 system build-ups using Triflex products. 000043 26 000044 26 Before the contract is awarded, contractors must prove 000045 26 that they have been trained in the application of 000046 26 Triflex products. Otherwise, instruction by a trainer 000047 26 shall be provided on-site. 000048 26 000049 26 The quantities contained herein shall be checked on the 000050 26 building site. 000051 26 000052 26 Billing shall be based on measurements conducted 000053 26 jointly by the contractor and client. 000054 26 000055 26 The waterproofing system must be applied so as to 000056 26 prevent rainwater from penetrating the system structure 000057 26 in the event that work is interrupted. 000058 26 000059 26 For disposal of rubble, the cartage and landfill costs 000060 26 shall be included in the individual prices or itemised 000061 26 separately. 000062 26 000063 26 Concerns about prior work performed by other 000064 26 contractors shall be communicated to the client in 000065 26 writing immediately, ideally before work begins. 000066 26 000067 26 It is recommended that the bidder view the work site 000068 26 prior to submitting a tender. 000069 26 000070 26 If alterations or special work not included herein 000071 26 become necessary after work has commenced, detailed 000072 26 notification shall be given before going ahead with 000073 26 such alterations or special work, and the work shall 000074 26 subsequently be billed separately. 000075 26 000076 26 Unless explicitly stated otherwise, all work shall be 000077 26 regarded as a comprehensive turnkey service, including 000078 26 the supply of all required materials and ancillary 000079 26 services. 000080 26 000081 26 The system build-up must be adapted by the expert 000082 26 planner to meet the project-specific requirements. 000083 26 Detailed tender texts must be created by the planner on 000084 26 his or her own authority. There is no specific project 000085 26 consultation associated with the issue of these draft 000086 26 specifications. The preparation of drafts is a non- 000087 26 obligatory service provided by Triflex. Any legal 000088 26 claims from this service are excluded. 000089 26 000090 26 The bases for the implementation of concrete repairs 000091 26 which are relevant to stability, are the rules and 000092 26 directives introduced in the German federal states as 000093 26 Technical Building Regulations as per VV TB, Part A, 000094 26 No. A 1.2.3.2 and VV TB, Part C, No. C 3.12. 000095 26 000096 26 The contract comprises the following components: 000097 26 ú Specifications 000098 26 ú System description, system drawings and 000099 26 manufacturer'?s product information 000100 26 ú DIN 18202 Tolerances for building construction 000101 26 ú The rules and directives introduced in the German 000102 26 federal states as Technical Building Regulations as per 000103 26 VV TB, Part C, No. C 3.12. 000104 26 ú Building code regulations 000105 26 ú Accident prevention regulations 000106 26 ú German Construction Contract Procedures (VOB), Part B 000107 26 in the versions valid at the time of conclusion of the 000108 26 contract. 000109 26 000110 26 System and product characteristics: 000111 26 ú Full-surface fleece-reinforced waterproofing system 000112 26 based entirely on PMMA resin (polymethyl methacrylate) 000113 26 ú Flexible in low temperatures 000114 26 ú Hydrolysis-resistant 000115 26 ú Full-surface adhesion and resistant to infiltration 000116 26 from below 000117 26 ú Resistant to roots and rhizomes as per FLL 000118 26 ú Resistant to sparks and radiant heat (DIN 4102) 000119 26 ú Vapour-permeable and resistant to de-icing salt 000120 26 ú Alkali-resistant 000121 26 ú Butyl-free 000122 26 ú solvent-free 000123 26 ú The waterproofing systems within the system design 000124 26 with Triflex ProDetail (junctions, details, joints) are 000125 26 covered by European Technical Approvals (ETAs) issued 000126 26 by the German approval body for non-regulated 000127 26 construction products and types of construction, the 000128 26 Deutsches Institut fr Bautechnik (DIBt), and meet the 000129 26 requirements of the EU'?s Construction Products 000130 26 Directive (CE mark) in accordance with ETAG No. 005 in 000131 26 the highest usage category. 000132 26 ú Test report on the resistance to thermal stress from 000133 26 mastic asphalt applied hot at up to +250 øC 000134 26 000135 26 000136 26 Last updated: 03/2022 000137 20 000138 26 Performance features of Triflex AWS according to the 000139 26 DAfStb repair guideline and the DBV data sheet for 000140 26 multi-storey car parks and underground car parks, 000141 26 January 2018 issue: 000142 26 000143 26 LineCharacteristicsTest methodRequirementTriflex 000144 26 AWS1Pull-off strength á?HZ of the waterproofing layer 000145 26 in conjunction with primer and, if applicable, adhesive 000146 26 primerTP-BEL-B, Part 3 (issue 1995)V sample properties: 000147 26 Tnorm / Tmin: á?HZ =? 1.3 N/mmı (oa) (range of 000148 26 individual values =? 0.8 N/mmı (oa = on average)) 000149 26 Temperature effect Tstandard -> Tmin 000150 26 V samples: =? 30 % 000151 26 =? 1.3 N/mmı (oa) (range of individual values =? 0.8 000152 26 N/mmı (oa = on average)) 000153 26 B sample stress effect Tstandard, Tmin =? 30 %, =? 1.3 000154 26 N/mmı (oa)fulfilled2Pull-off resistance á?HZ in the 000155 26 overlap area of the waterproofing layer at Tstandard 000156 26 Suitability for recoatingTP-BEL-B, Part 3 (issue 000157 26 1995)fulfilled3Pull-off strength á?HZ of the 000158 26 waterproofing layer in conjunction with the protective 000159 26 mastic asphalt layerTP-BEL-B, Part 3 (issue 1995)No 000160 26 specification fulfilled4Crack bridging RTP-BEL-B, Part 000161 26 3 (issue 1995)Dynamic: 0.3 mm 000162 26 ñ 0.1 mm at -20 øC 000163 26 Static 1.0 mm (A) 000164 26 Cracks < 25 % 000165 26 Detachment < 2d 000166 26 Crack width in case of breakage < (determine 000167 26 value)fulfilled5Shearing strength S for superstructures 000168 26 with the protective mastic asphalt layerTP-BEL-B, Part 000169 26 3 (issue 1995)V sample properties: 000170 26 S =? 0.35 N/mmı (oa) (range of individual values =? 000171 26 0.18 N/mmı (oa = on average)) 000172 26 B samples stress effect (A+TW): 000173 26 No drop compared to V sample 000174 26 No penetration by waternot required6Stability in case 000175 26 of thermal stress for superstructures with the 000176 26 protective mastic asphalt layer (need-based testing)TP- 000177 26 BEL-B, Part 3 000178 26 (Issue 1995)Shift =? 2 mmnot required7Abrasion 000179 26 resistanceDIN EN ISO 5470-1Mass loss < 3000 mg 000180 26 Friction wheel: H22/1000 cycles/load 1000 g 000181 26 The requirements of DIN EN 13813 must also be met (see 000182 26 section A 3.2).fulfilled8CO2 permeabilityDIN EN 1062- 000183 26 6sd > 50 mfulfilled9Water vapour permeabilityDIN EN ISO 000184 26 7783Class II 5 m =? sd =? 50 mfulfilled10Capillary 000185 26 water absorption and water permeabilityDIN EN 1062-3w < 000186 26 0.1 kg/(mı x h0.5)fulfilled11Bond strength according to 000187 26 testing for temperature change tolerance. 000188 26 For outdoor usages under the influence of de-icing 000189 26 salts: Thunder shower exposure (temperature shock) 000190 26 (10x) and thermal cycling with alternating 000191 26 freezing/thawing with exposure to de-icing salt (50x) 000192 26 000193 26 DIN EN 13687-2 000194 26 000195 26 DIN EN 13687-1After thermal cycling 000196 26 000197 26 a) No cracks, bubbles, detachment 000198 26 b) Pull-off trial =? 1.5 (1.0) N/mmı 000199 26 000200 26 fulfilled 000201 26 000202 26 fulfilled12Resistance to strong chemical attack 000203 26 Class I: 3d without pressure 000204 26 Test liquids: Groups 1, 3 and 10 according to DIN EN 000205 26 13529DIN EN 1352924 hrs after removing the coating from 000206 26 the test liquid, reduction of the hardness by less than 000207 26 50 % when measuring after the indentation hardness test 000208 26 according to Buchholz, EN ISO 2815, or Shore hardness, 000209 26 EN ISO 868fulfilled13Dynamic crack-bridging 000210 26 capabilities 000211 26 After conditioning according to DIN EN 1062-11, 4.1 - 7 000212 26 days at 70 øC for reactive resin systemsDIN EN 1062-7B 000213 26 4.2 (-20 øC) and A 3 (20 øC) (according to DIN EN 1062- 000214 26 7)fulfilled14ImpermeabilityDIN EN 14224:2010 and ETAGNo 000215 26 water penetrationfulfilled15Impact strengthDIN EN ISO 000216 26 6272-2Class I, =? 4 Nmfulfilled16Pull-off trialDIN EN 000217 26 1542=? 1.5 (1.0) N/mmı fulfilled17Fire classification 000218 26 after applicationDIN EN 13501-1N/Afulfilled18Grip / 000219 26 slip resistanceDIN EN 13036-4 Class III: > 55 units 000220 26 tested in wet condition (outside)fulfilled19Dynamic 000221 26 crack-bridging capabilities on concrete for Triflex 000222 26 ProDetail in the junction area and for Triflex ProPark 000223 26 in the surface areaDIN EN 1062-7Maximum crack expansion 000224 26 of 3 mm3 mm20Crack bridging RTP-BEL-B, Part 3 (issue 000225 26 1995)Dynamic: 0.55 mm 000226 26 at -20 øCfulfilled 000227 26 A = thermal ageing 000228 26 TW = thermal cycling 000229 26 V = reference sample not exposed to stress 000230 26 B = stressed sample 000231 110101 N Section 000232 12General 000233 2101010001 NNN psch 000234 25Building site preparation 000235 26 Building site preparation 000236 2101010002 NNN psch 000237 25Container 000238 26 Delivery, set-up, provision and off-site transportation 000239 26 of a material and device container. 000240 2101010003 NNN psch 000241 25Power supply 000242 26 Provision of power supply for alternating and three- 000243 26 phase current, to be removed on completion of the 000244 26 building project. 000245 2101010004 NNN psch 000246 25Water supply 000247 26 Provision of water supply for the necessary cleaning 000248 26 tasks, to be removed on completion of the building 000249 26 project. 000250 2101010005 NNN psch 000251 25Fence around building site 000252 26 Provision of fence for the entire period of the 000253 26 building project, to be adapted as required by the 000254 26 individual work stages. 000255 2101010006 NNN psch 000256 25Re-routing of traffic 000257 26 Implementing measures to re-route traffic, such as road 000258 26 signs, traffic light system etc., setting up any 000259 26 necessary devices, adapting in accordance with progress 000260 26 of the building project and removing on completion of 000261 26 the building project. 000262 2101010007 NNN psch X 000263 25Activated carbon filter 000264 26 Supply, set-up, operation and removal of an activated 000265 26 carbon filter of sufficient dimensions for cleaning the 000266 26 exhaust air of odorous monomer pollution due to PMMA 000267 26 emissions. The system must be checked regularly and the 000268 26 activated carbon must also be replaced regularly. 000269 26 Replacement of the activated carbon is remunerated 000270 26 separately. 000271 26 000272 26 Type LAK-825-PE carbon air filter: 000273 26 Activated carbon filter for removal of organic 000274 26 compounds from an air flow. 000275 26 ú Diameter: 1,300 mm 000276 26 ú Filling quantity: 825 kg activated carbon 000277 26 ú Consumptiontric flow rate: max. 1,000 mü/hr. 000278 26 ú Type GUT-L40-2 activated carbon 000279 26 ú Hard coal based extruded activated carbon for removal 000280 26 of organic compounds in an air flow. 000281 26 ú Stick diameter: 4 mm 000282 26 ú BET surface area: 950 mı/g 000283 26 ú Lodine value approx.: 900 mg/g 000284 26 ú Bulk density: approx. 500 +/- 30 kg/mü 000285 26 ú MBA 600-T radial fan 000286 26 ú Medium-pressure radial fan for simultaneous operation 000287 26 of multiple activated carbon filters. 000288 26 ú Consumptiontric flow rate: max. 4,000 mü/hr. (Filter 000289 26 operation) 000290 26 ú Power: 11 kW 000291 26 ú Sound pressure level: 90 dB 000292 2611BCommissioning time: '.........' months 000293 310101 000294 110102 N Section 000295 12Structure and substrate inspection 000296 2101020001 NNN psch 000297 25Cavities 000298 26 Checking for cavities by tapping the existing concrete 000299 26 surfaces with a hammer or chain, and marking any areas 000300 26 accordingly. 000301 2101020002 NNN psch X 000302 25Adhesive tensile strength 000303 26 Determining and recording the specified adhesive 000304 26 tensile strength of the existing substrate using a 000305 26 suitable gauge (e.g. a Freundl unit). 000306 2611BNumber of measurements: '.........' 000307 2101020003 NNN psch X 000308 25Compressive strength 000309 26 Determining and recording the compressive strength of 000310 26 the existing concrete substrate using a Schmidt Hammer. 000311 2611BNumber of measurements: '.........' 000312 2101020004 NNN psch X 000313 25Moisture content 000314 26 Determining and recording the moisture content of the 000315 26 existing concrete substrate using a suitable gauge 000316 26 (e.g. electronic moisture meter). 000317 2611BNumber of measurements: '.........' 000318 2101020005 NNN psch X 000319 25Core sample 000320 26 Determining the layer configuration and each of the 000321 26 layer thicknesses by taking a core sample. 000322 2611BNumber of measurements: '.........' 000323 2101020006 NNN psch X 000324 25Analysis of core sample 000325 26 Determining the chloride content in the substrate by 000326 26 testing the 000327 2611Bcore sample (see Item '.........'). 000328 2612BNumber of measurements: '.........' 000329 2101020007 NNN psch 000330 25Checking gradient and unevenness 000331 26 Checking the existing substrate for sufficient 000332 26 gradient, formation of puddles and unevenness. 000333 2101020008 NNN psch 000334 25Site journal with continuous measuring 000335 26 Provision of suitable measuring devices for the 000336 26 continuous measuring of air humidity, ground 000337 26 temperature, air temperature and to determine the dew 000338 26 point throughout the building project, incl. a site 000339 26 journal with logging of measured values. 000340 310102 000341 110103 N Section 000342 12Substrate pre-treatment 000343 20 000344 26 (See Triflex AWS system description, Substrate pre- 000345 26 treatment table) 000346 2101030001 NNN mı X 000347 25Basic cleaning 000348 26 Preparation of the substrate using a suitable basic 000349 26 cleaning process. 000350 2611BProcedure: '.........' 000351 2101030002 NNN mı 000352 25Grinding 000353 26 Preparation of the substrate by grinding with suitable 000354 26 abrasive tools, incl. cleaning, acknowledgement of 000355 26 delivery, off-site transportation and proper disposal 000356 26 of any rubble. 000357 2101030003 NNN m X 000358 25Grinding the junctions 000359 26 Preparation of the substrate of the wall junctions and 000360 26 details by grinding with suitable abrasive tools incl. 000361 26 cleaning, acknowledgement of delivery, off-site 000362 26 transportation and proper disposal of any rubble. 000363 2611BJunction height: '.........' cm 000364 2101030004 NNN mı 000365 25Milling 000366 26 Removal of any contaminated surfaces on the concrete 000367 26 with a suitable milling machine approx. 3-5 mm in depth 000368 26 in order to ensure the adhesive property and soundness 000369 26 of the substrate, incl. acknowledgement of delivery, 000370 26 off-site transportation and proper disposal of the 000371 26 milled material. 000372 2101030005 NNN mı 000373 25Shot-blasting 000374 26 Cleaning of entire surface, incl. construction and 000375 26 settlement joint areas by Blastrac shot-blasting 000376 26 crosswise, incl. machine-sanding junctions, cleaning of 000377 26 surfaces, off-site transportation and proper disposal 000378 26 of any blasting residue. 000379 2101030006 NNN mı 000380 25Sand blasting 000381 26 Sand blasting of partial surfaces incl. expansion 000382 26 joints and construction joints to remove non-bearing 000383 26 concrete parts (e.g. the vertical surfaces). 000384 2101030007 NNN m 000385 25Joint milling machine / joint hook 000386 26 Removal of any joint sealant as required using joint 000387 26 milling machine or joint hook. 000388 2101030008 NNN m 000389 25Levelling 000390 26 Levelling of joint sealant in still functional 000391 26 construction joints by filling with comparable material 000392 26 or Triflex Cryl RS 240, or removal of any oozing or 000393 26 excess material in order to achieve a flush finish. 000394 2101030009 NNN mı 000395 25Preparing metal substrates 000396 26 Thoroughly abrade the metal substrates with Triflex 000397 26 Cleaner and additionally roughen the surface. 000398 26 Consumption: min. 0.20 l/mı 000399 310103 000400 110104 N Section 000401 12Triflex Primer 000402 2101040001 NNN m X 000403 25Priming of wall junctions 000404 26 On concrete and masonry substrates. 000405 26 Priming with Triflex Cryl Primer 287. 000406 26 Consumption: at least 0.35 kg/mı 000407 26 Application according to the material manufacturer'?s 000408 26 technical guidelines. Adhesion to the substrate must be 000409 26 checked on a case-by-case basis. 000410 2611BJunction height: '.........' cm 000411 2101040002 NNN m X 000412 25Priming of composite thermal insulation systems 000413 26 For composite thermal insulation systems in the area of 000414 26 the facade. 000415 26 Priming with Triflex Pox Primer 116+ incl. dressing 000416 26 with quartz sand, size 0.3-0.8 mm. Removal of any 000417 26 surplus after curing. 000418 26 Consumption of Triflex Pox Primer 116+: at least 0.30 000419 26 kg/mı 000420 26 Consumption of quartz sand 0.3-0.8 mm: at least 0.70 000421 26 kg/mı 000422 26 Application according to the material manufacturer'?s 000423 26 technical guidelines. Adhesion to the substrate must be 000424 26 checked on a case-by-case basis. 000425 2611BJunction height '.........' cm 000426 2101040003 NNN mı 000427 25Priming of resin-modified substrate 000428 26 For resin-modified substrates. 000429 26 Priming with Triflex Pox Primer 116+ incl. dressing 000430 26 with quartz sand, size 0.3-0.8 mm. Removal of any 000431 26 surplus after curing. 000432 26 Consumption of Triflex Pox Primer 116+: at least 0.30 000433 26 kg/mı 000434 26 Consumption of quartz sand 0.3-0.8 mm: at least 0.70 000435 26 kg/mı 000436 26 Application according to the material manufacturer'?s 000437 26 technical guidelines. Adhesion to the substrate must be 000438 26 checked on a case-by-case basis. 000439 2101040004 NNN mı 000440 25Priming of mastic asphalt / APP bitumen sheeting 000441 26 For substrates with mastic asphalt or for APP bitumen 000442 26 sheeting in the surface. 000443 26 Priming with Triflex Cryl Primer 222. 000444 26 Consumption: at least 0.40 kg/mı 000445 26 Application according to the material manufacturer'?s 000446 26 technical guidelines. Adhesion to the substrate must be 000447 26 checked on a case-by-case basis. 000448 2101040005 NNN mı 000449 25Priming of mineral substrate 000450 26 For mineral substrates in the surface. 000451 26 Priming with Triflex Cryl Primer 287. 000452 26 Consumption: at least 0.35 kg/mı 000453 26 Application according to the material manufacturer'?s 000454 26 technical guidelines. Adhesion to the substrate must be 000455 26 checked on a case-by-case basis. 000456 2101040006 NNN mı 000457 25Pore sealing primer 000458 26 For substrates with pinholes. 000459 26 Priming with Triflex Cryl Primer 280. 000460 26 Consumption without pinholes: min. 0.40 kg/mı, 000461 26 1 working step 000462 26 Consumption with pinholes: min. 0.80 kg/mı, 000463 26 2 working steps, 0.40 kg/mı each. Second working step 000464 26 after non-stick surface 000465 26 Application according to the material manufacturer'?s 000466 26 technical guidelines. Adhesion to the substrate must be 000467 26 checked on a case-by-case basis. 000468 2101040007 NNN mı 000469 25Priming of glass 000470 26 Priming of the surface with Triflex Glass Primer, incl. 000471 26 pre-cleaning of the surface with Triflex Glass Cleaner. 000472 26 Consumption of Triflex Glass Cleaner: approx. 0.05 l/mı 000473 26 Consumption of Triflex Glass Primer: approx. 0.05 l/mı 000474 26 Application according to the material manufacturer'?s 000475 26 technical guidelines. Adhesion to the substrate must be 000476 26 checked on a case-by-case basis. 000477 2101040008 NNN mı 000478 25Priming of metal 000479 26 e.g. stainless steel, steel and zinc. 000480 26 Priming with Triflex Metal Primer, incl. pre-cleaning 000481 26 of the surface with Triflex Cleaner. 000482 26 Consumption of Triflex Cleaner: at least 0.20 l/mı 000483 26 Consumption of Triflex Metal Primer: approx. 0.08-0.10 000484 26 l/mı 000485 26 Application according to the material manufacturer'?s 000486 26 technical guidelines. Adhesion to the substrate must be 000487 26 checked on a case-by-case basis. 000488 310104 000489 110105 N Section 000490 12Triflex repairs 000491 2101050001 NNN mı X 000492 25Repair mortar, mineral substrate (Rt >10 mm) 000493 26 Repairing defective spots on the existing mineral 000494 26 substrate with Triflex Cryl RS 240 repair mortar in the 000495 26 area of roughness depths Rt >10 mm. 000496 26 Triflex Cryl RS 240, colour 7023, consumption: at least 000497 26 2.20 kg/mı per mm layer thickness 000498 26 Application according to the material manufacturer'?s 000499 26 technical guidelines. 000500 2611BAverage layer thickness: '.........' 000501 2101050002 NNN mı X 000502 25Repair mortar, bituminous substrate (Rt >10 mm) 000503 26 Repairing defective spots on the existing bituminous 000504 26 substrate with Triflex Cryl RS 242 repair mortar in the 000505 26 area of roughness depths Rt >10 mm. 000506 26 Triflex Cryl RS 242, colour 7022, consumption: at least 000507 26 2.20 kg/mı per mm layer thickness. 000508 26 Application according to the material manufacturer'?s 000509 26 technical guidelines. 000510 2611BAverage layer thickness: '.........' 000511 2101050003 NNN mı X 000512 25Levelling coat, mineral substrate or asphalt (Rt >1 to 10 mm) 000513 26 Repairing defective spots on the existing mineral 000514 26 substrate or asphalt with levelling coat with Triflex 000515 26 DeckFloor basis in the area of roughness depths Rt >1 000516 26 to 10 mm. 000517 26 Triflex DeckFloor levelling coat made from 33 kg 000518 26 Triflex DeckFloor with the addition of up to 20 kg 000519 26 quartz sand (0.7-1.2 mm), grey finish, consumption of 000520 26 at least 2.00 kg/mı per mm layer thickness. 000521 26 Triflex Powder Thixo, addition depending on temperature 000522 26 and the desired degree of thixotropy, approx. 2 %. 000523 26 Application according to the material manufacturer'?s 000524 26 technical guidelines. 000525 2611BAverage layer thickness: '.........' 000526 2101050004 NNN mı X 000527 25Scratch coat, mineral substrate or asphalt (Rt >0,5 to 1,0 mm) 000528 26 Repairing defective spots on the existing mineral 000529 26 substrate or asphalt with scratch coat with Triflex 000530 26 DeckFloor basis in the area of roughness depths Rt >0.5 000531 26 to 1.0 mm. 000532 26 Triflex DeckFloor scratch coat made from 33 kg Triflex 000533 26 DeckFloor with the addition of up to 10 kg quartz sand 000534 26 (0.2-0.6 mm), grey finish, consumption of at least 2.00 000535 26 kg/mı per mm layer thickness. 000536 26 Application according to the material manufacturer'?s 000537 26 technical guidelines. 000538 2611BAverage layer thickness: '.........' 000539 2101050005 NNN mı 000540 25Grouting 000541 26 For shrinkage cracks, small areas of damage and uneven 000542 26 areas. 000543 26 Grouting and filling in with Triflex Cryl Paste. 000544 26 Consumption: approx. 1.40 kg/mı per mm layer thickness 000545 26 Application according to the material manufacturer'?s 000546 26 technical guidelines. 000547 310105 000548 110106 N Section 000549 12Triflex detail waterproofing 000550 20 000551 26 Creation of detail waterproofing with Triflex ProDetail 000552 26 incl. Triflex Special Fleece. 000553 26 The Triflex ProDetail waterproofing system has been 000554 26 awarded ETA approval (ETAG No. 06/0269) with CE mark in 000555 26 the highest usage categories W3, M and S, P1 to P4, S1 000556 26 to S4, TL4, TH4, BROOF(t1), BROOF(t2), BROOF(t3), 000557 26 BROOF(t4). 000558 26 Test reports certify the root resistance according to 000559 26 FLL standards and resistance to hailstorm according to 000560 26 DIN EN 13583 for hard and flexible substrates. 000561 26 A general building supervisory authority test 000562 26 certificate (abP) as per VV TB, Part C, No. C 3.28 is 000563 26 also available. 000564 2101060001 NNN m X 000565 25Wall junction 000566 26 Waterproofing of the wall junction with Triflex 000567 26 ProDetail incl. Triflex Special Fleece. 000568 26 Triflex ProDetail, colour 7030, consumption at least 000569 26 3.00 kg/mı. 000570 26 Application according to the material manufacturer'?s 000571 26 technical guidelines. 000572 26 (See Triflex system drawing AWS-5202 and AWS-5208) 000573 2611BJunction height: '.........' cm 000574 2101060002 NNN pc 000575 25Gully 000576 26 Waterproofing of gully with Triflex ProDetail incl. 000577 26 Triflex Special Fleece. 000578 26 Triflex ProDetail, colour 7030, consumption at least 000579 26 3.00 kg/mı. 000580 26 Application according to the material manufacturer'?s 000581 26 technical guidelines. 000582 26 (See Triflex system drawing AWS-5204) 000583 2101060003 NNN m 000584 25Drainage channel 000585 26 Waterproofing of the drainage channel with Triflex 000586 26 ProDetail incl. Triflex Special Fleece. 000587 26 Triflex ProDetail, colour 7030, consumption at least 000588 26 3.00 kg/mı 000589 26 Application according to the material manufacturer'?s 000590 26 technical guidelines. 000591 26 (See Triflex system drawing AWS-5204) 000592 2101060004 NNN pc X 000593 25Column joint 000594 26 Waterproofing of the prop connectors with Triflex 000595 26 ProDetail, including Triflex Special Fleece. 000596 26 Triflex ProDetail, colour 7030, consumption at least 000597 26 3.00 kg/mı 000598 26 Application according to the material manufacturer'?s 000599 26 technical guidelines. 000600 26 (See Triflex system drawing AWS-5203 and AWS-5209) 000601 2611BJunction height: '.........' cm 000602 2101060005 NNN pc X 000603 25Penetration 000604 26 Waterproofing of penetrations with Triflex ProDetail 000605 26 incl. Triflex Special Fleece. 000606 26 Triflex ProDetail, colour 7030, consumption at least 000607 26 3.00 kg/mı. 000608 26 Application according to the material manufacturer'?s 000609 26 technical guidelines. 000610 26 (Corresponds to Triflex system drawing AWS-5203) 000611 2611BJunction height: '.........' cm 000612 2101060006 NNN m 000613 25Door sill 000614 26 Waterproofing of the junction at the door sill with 000615 26 Triflex ProDetail incl. Triflex Special Fleece. 000616 26 Triflex ProDetail, colour 7030, consumption at least 000617 26 3.00 kg/mı. 000618 26 Application according to the material manufacturer'?s 000619 26 technical guidelines. 000620 2101060007 NNN mı 000621 25Increase of the intermediate adhesion 000622 26 For a better adhesion between the Triflex waterproofing 000623 26 and the subsequent mastic asphalt. 000624 26 Preparation of an additional wearing layer with Triflex 000625 26 ProDetail, incl. dressing with a surplus of quartz 000626 26 sand, size 0.7-1.2 mm. 000627 26 Removing any surplus after curing. 000628 26 Triflex ProDetail, colour 7030, consumption at least 000629 26 1.50 kg/mı. 000630 26 Quartz sand 0.7-1.2 mm, consumption at least 7.00 kg/mı 000631 26 with a surplus. 000632 26 Application according to the material manufacturer'?s 000633 26 technical guidelines. 000634 310106 000635 110107 N Section 000636 12Triflex joint waterproofing 000637 20 000638 26 Creation of joint waterproofing with Triflex ProDetail 000639 26 incl. Triflex Special Fleece. 000640 26 The Triflex ProDetail waterproofing system has been 000641 26 awarded ETA approval (ETAG No. 06/0269) with CE mark in 000642 26 the highest usage categories W3, M and S, P1 to P4, S1 000643 26 to S4, TL4, TH4, BROOF(t1), BROOF(t2), BROOF(t3), 000644 26 BROOF(t4). 000645 26 Test reports certify the root resistance according to 000646 26 FLL standards and resistance to hailstorm according to 000647 26 DIN EN 13583 for hard and flexible substrates. 000648 26 A general building supervisory authority test 000649 26 certificate (abP) as per VV TB, Part C, No. C 3.28 is 000650 26 also available. 000651 2101070001 NNN m X 000652 25Construction joint 000653 26 Waterproofing of the construction joint with Triflex 000654 26 ProDetail incl. Triflex Special Fleece. 000655 26 If required, level out the joint using Triflex Cryl RS 000656 26 240 (mineral substrates) or Triflex Cryl RS 242 000657 26 (bituminous substrates). 000658 2611BWidth '.........' cm, consumption of Triflex Cryl RS 000659 2611B240 / Triflex 000660 26 Cryl RS 242: approx. 2.20 kg/mı per mm layer thickness. 000661 26 Triflex ProDetail, colour 7030, consumption at least 000662 26 3.00 kg/mı. 000663 26 Application according to the material manufacturer'?s 000664 26 technical guidelines. 000665 26 (See Triflex system drawing AWS-5205). 000666 2101070002 NNN m 000667 25Settlement joint surface 000668 26 Waterproofing of the settlement joint with Triflex 000669 26 ProDetail incl. Triflex Special Fleece. 000670 26 Apply a width of approx. 4 cm of Triflex Cryl Paste to 000671 26 both sides of the joint to bond the Triflex Support 000672 26 Strip, consumption: 1.40 kg/mı per mm coat thickness. 000673 26 Triflex ProDetail, colour 7030, consumption at least 000674 26 2.10 kg/m incl. fitting of 2 layers of Triflex Special 000675 26 Fleece, fleece width 35 cm and a PE round sealing band 000676 26 (closed-cell). 000677 26 Triflex FlexFiller, colour 7043, consumption at least 000678 26 1.40 kg/mı per mm layer thickness 000679 26 Application according to the material manufacturer'?s 000680 26 technical guidelines. 000681 26 (See Triflex system drawing AWS-5206) 000682 26 000683 26 Note: 000684 26 The settlement joints are all maintenance joints. It 000685 26 may be necessary to renew the joint sealant after 000686 26 structural movement. 000687 2101070003 NNN m X 000688 25Settlement joint - wall junction 000689 26 Waterproofing of the settlement joint with Triflex 000690 26 ProDetail incl. Triflex Special Fleece. 000691 26 Apply a width of approx. 4 cm of Triflex Cryl Paste to 000692 26 both sides of the joint to bond the Triflex Support 000693 26 Strip, consumption: 1.40 kg/mı per mm coat thickness. 000694 26 Triflex ProDetail, colour 7030, consumption at least 000695 26 2.10 kg/m incl. fitting of 2 layers of Triflex Special 000696 26 Fleece, fleece width 35 cm and a PE round sealing band 000697 26 (closed-cell). 000698 26 Triflex FlexFiller, colour 7043, consumption at least 000699 26 1.40 kg/m2 per mm layer thickness 000700 26 Application according to the material manufacturer'?s 000701 26 technical guidelines. 000702 26 (See Triflex system drawing AWS-5207) 000703 2611BJunction height: '.........' cm 000704 26 000705 26 Note: 000706 26 The settlement joints are all maintenance joints. It 000707 26 may be necessary to renew the joint sealant after 000708 26 structural movement. 000709 310107 000710 110108 N Section 000711 12Triflex surface waterproofing 000712 20 000713 26 Creation of surface waterproofing with Triflex ProPark 000714 26 incl. Triflex Special Fleece. 000715 26 A general building supervisory authority test 000716 26 certificate (AbP) for Triflex ProPark as per VV TB, 000717 26 Part C, No. C 3.12 is available. 000718 2101080001 NNN mı 000719 25Surface waterproofing 000720 26 Waterproofing the surface with Triflex ProPark incl. 000721 26 Triflex Special Fleece. 000722 26 Triflex ProPark, colour 7030, consumption at least 3.00 000723 26 kg/mı. 000724 26 Application according to the material manufacturer'?s 000725 26 technical guidelines. 000726 26 (See Triflex system drawing AWS-5201) 000727 26 000728 26 System and product characteristics: 000729 26 ú Full-surface fleece-reinforced waterproofing system 000730 26 based entirely on PMMA resin (polymethyl methacrylate) 000731 26 ú Flexible in low temperatures 000732 26 ú Hydrolysis-resistant 000733 26 ú Full-surface adhesion and resistant to infiltration 000734 26 from below 000735 26 ú Resistant to roots and rhizomes as per FLL 000736 26 ú Resistant to sparks and radiant heat (DIN 4102) 000737 26 ú Vapour-permeable and resistant to de-icing salt 000738 26 ú Alkali-resistant 000739 26 ú Butyl-free 000740 26 ú Solvent-free 000741 26 ú The waterproofing systems within the system design 000742 26 with Triflex ProDetail (junctions, details, joints) are 000743 26 covered by European Technical Approvals (ETAs) issued 000744 26 by the German approval body for non-regulated 000745 26 construction products and types of construction, the 000746 26 Deutsches Institut fr Bautechnik (DIBt), and meet the 000747 26 requirements of the EU'?s Construction Products 000748 26 Directive (CE mark) in accordance with ETAG No. 005 in 000749 26 the highest usage category. 000750 26 ú Test report on the resistance to thermal stress from 000751 26 mastic asphalt applied hot at up to +250 øC 000752 310108 000753 110109 N Section 000754 12Triflex protective layer 000755 2101090001 NNN mı 000756 25Protective layer 000757 26 In order to protect the waterproofing and absorb 000758 26 shearing forces. 000759 26 Preparation of an additional wearing layer with Triflex 000760 26 ProPark, incl. dressing with a surplus of quartz sand, 000761 26 size 0.7-1.2 mm. 000762 26 Removing any surplus after curing. 000763 26 Triflex ProPark, colour 7030, consumption at least 1.50 000764 26 kg/mı. 000765 26 Quartz sand 0.7-1.2 mm, consumption at least 7.00 kg/mı 000766 26 with a surplus. 000767 26 Application according to the material manufacturer'?s 000768 26 technical guidelines. 000769 310109 000770 110110 N Section 000771 12Top layer 000772 2101100001 NNN mı 000773 25Mastic asphalt 000774 26 Creation of the mastic asphalt top layer of quality 000775 26 class MA 11 S. 000776 26 Installed thickness = 3.5 cm including impressed 000777 26 sanding material. 000778 310110 000779 110111 N Section 000780 12Triflex Finish 000781 2101110001 NNN m X 000782 25Finishing of wall junction 000783 26 inishing of wall junctions with Triflex Cryl Finish 000784 26 209. 000785 26 Consumption: at least 0.50 kg/mı. 000786 26 Application according to the material manufacturer'?s 000787 26 technical guidelines. 000788 2611BJunction height: '.........' cm 000789 2612BColour: '.........' at the discretion of the client. 000790 2101110002 NNN pc X 000791 25Finishing of railing posts 000792 26 Finishing in the area of rising railing posts with 000793 26 Triflex Cryl Finish 209. 000794 26 Consumption: at least 0.50 kg/mı. 000795 26 Application according to the material manufacturer'?s 000796 26 technical guidelines. 000797 2611BJunction height: '.........' cm 000798 2612BColour: '.........' at the discretion of the client. 000799 2101110003 NNN pc X 000800 25Finishing of penetration 000801 26 Finishing in the area of rising penetrations with 000802 26 Triflex Cryl Finish 209. 000803 26 Consumption: at least 0.50 kg/mı. 000804 26 Application according to the material manufacturer'?s 000805 26 technical guidelines. 000806 2611BJunction height: '.........' cm 000807 2612BColour: '.........' at the discretion of the client. 000808 310111 000809 110112 N Section 000810 12Hourly rates 000811 2101120001 NNN h 000812 25Foreman 000813 26 Hourly rate of a foreman. 000814 2101120002 NNN h 000815 25Skilled trade worker 000816 26 Hourly rate of a skilled trade worker. 000817 2101120003 NNN h 000818 25Assistant 000819 26 Hourly rate of an assistant. 000820 310112 000821 110113 N Section 000822 12Materials 000823 2101130001 NNN kg 000824 25Materials 000825 26 Material consumption upon proof. 000826 310113 000827 110114 N Section 000828 12Disposal 000829 2101140001 NNN psch 000830 25Disposal 000831 26 Disposal of all waste and hazardous waste materials in 000832 26 accordance with the current applicable laws and 000833 26 implementing regulations. 000834 310114 000835 3101 000836 99 00058000837