Amend_0005_Atch3_100Percent_Specification_Revision_20Feb13_GAEB_Interface.D81

T081 000001 T1This is a lump sum contract. 000002 T1 000003 T1The requirements of the USACE Specification included as attachments to 000004 T1the solicitation are applicable to this project. In the case of any 000005 T1conflict in the requirements of this specification or any standards 000006 T1referenced herein, resolution will be based on the order of precedence 000007 T1established in the USACE Specification Section 00 73 15 General 000008 T1Conditions, paragraph 1.1 Referenced Standards and the applicable 000009 T1contract clauses included in the solicitation. 000010 T1 000011 T1 000012 T1General DIN references: 000013 T1The DINs referenced in these specifications are incorporated only to the000014 T1extent that they describe 000015 T1a technical standard to which the contractor has to perform the work 000016 T1described in the 000017 T1specifications. 000018 T1 000019 T1 000020 T1General project description 000021 T1 000022 T1 000023 T1SATCOM (WSOC) facility 000024 T1Projectnumber: PN 57594 000025 T1 000026 T1There will be two facilities constructed on the site, SATCOM (WSOC) and 000027 T1NETCOM. This project only includes the SATCOM (WSOC) facility as well 000028 T1as the technical building complex which will serve the SATCOM (WSOC) and000029 T1NETCOM facilities. 000030 T1 000031 T1Structure BT1 SATCOM (WSOC) includes operations rooms, equipment rooms, 000032 T1training and conference rooms, private offices, general administrative 000033 T1areas, storage and supply rooms, an equipment maintenance area, and 000034 T1personnel and security support areas as well as exterior antenna pads. 000035 T1Interconnection to NETCOM and to antenna pads; building information 000036 T1systems; Intrusion Detection System (IDS) installation, Energy 000037 T1Monitoring and Control System (EMCS) connection; fire, smoke, 000038 T1enunciation, and suppression systems will be included. Sustainable 000039 T1Design and Development (SDD) and Energy Policy Act of 2005 (EPAct05) 000040 T1features will be a part of the project. 000041 T1 000042 T1Structure BT3 to BT5 the technical building complex consists of 000043 T1mechanical building, sprinkler building and power plant. 000044 T1 000045 T1Supporting facilities included site development, utilities and 000046 T1connections, lighting, access road, parking, walks, curbs and gutters, 000047 T1storm drainage, information systems, relocation of fencing, landscaping 000048 T1and signage. Measures in accordance with the Department of Defense (DoD)000049 T1Minimum Antiterrorism for Buildings standards will be included. Access 000050 T1for individuals with disabilities will be included. Comprehensive 000051 T1building and furnishings related interior design services will be 000052 T1included. 000053 T1 000054 T1This Technical Package was prepared in coordination with the adjacent 000055 T1NETCOM building. The contractor shall consider that it is anticipated 000056 T1that the NETCOM building will be constructed simultaneously to this 000057 T1project. 000058 T1Careful coordination between the SATCOM (WSOC) and NETCOM contracts will000059 T1be required due to the shared technical building complex. 000060 T1 000061 T1 000062 T1General: 000063 T1The selection of the construction is based on the idea to realize a fast000064 T1construction progress by the use of as many prefabricated construction 000065 T1elements as possible such as prefab supports, prefab wall elements and 000066 T1against the background of a preferably weather-independent construction 000067 T1e.g. by using no exterior plaster systems. A high quality standard shall000068 T1also be ensured here by the selection of many prefabricated construction000069 T1elements. 000070 T1 000071 T1 000072 T1Reference height 000073 T1The ground zero is at 358.75ÿm above sea level. Thus, the ground level 000074 T1of the finished floor of WSOC and the technical buildings is at -1.00ÿm 000075 T1= 357.75 m above sea level. 000076 T1 000077 T1 000078 T1Location: 000079 T1The building to be constructed is located in the western part of the 000080 T1installation Heliport Landstuhl. The installation will be expanded in 000081 T1this area and the construction site for buildings and fences will be 000082 T1gained by clearing the forest areas. The new buildings will adjoin to 000083 T1the heliport approach path in the north. The areas for installation of 000084 T1the ASCT antennas are located in the south. 000085 T1 000086 T1The installation can be accessed via the country road L 471 from 000087 T1Landstuhl (Pfalz). 000088 T1 000089 T1 000090 T1Force Protection 000091 T1The design was prepared in accordance with the design standards for 000092 T1force protection of buildings as per UFC 4-010-01, dated Feb. 2012 and 000093 T1the USEUCOM AT OPORD 11-05, dated Mai 2011. The design has been approved000094 T1by US Army Corps of Engineers and meets these requirements. 000095 T1 000096 T1 000097 T1 000098 T1. 000099 T081 000100

T1GENERAL PREFACES 000101

T1 000102 T1 000103

T10.1. INFORMATION REGARDING THE WORKSITE 000104

T1 000105 T10.1.1 Location of worksite, ambient conditions, access possibilities and000106 T1condition of access road as well as potential use-related restrictions. 000107 T1 000108 T1The worksite is located in the north-east area of the US installation 000109 T1Heliport Landstuhl in the military-controlled and fenced-in area, at a 000110 T1distance of approx. 6ÿkm to the city center of Landstuhl. 000111 T1 000112 T1Access to the installation is only permissible with special US passes. 000113 T1The costs arising for the corresponding passes, certificates of good 000114 T1conduct, etc. have to be paid by the contractor. 000115 T1 000116 T1Special safety regulations which will be announced by the military 000117 T1authorities apply for the installation. These regulations have to be 000118 T1obeyed stringently by the contractor and his/her employees. The 000119 T1employees may only stay on the construction site and have to use the 000120 T1shortest approved route to get to the site. After the work day has 000121 T1ended, the area has to be left immediately and on the shortest approved 000122 T1way. The contractor must stop immediately to employ personnel who do not000123 T1observe the safety regulations and have therefore been subject to 000124 T1complaint in the above-mentioned area. 000125 T1 000126 T1 000127 T10.1.2 Special contaminations of immission as well as special climatic or000128 T1operational conditions. 000129 T1 000130 T1 n/a 000131 T1 000132 T1 000133 T10.1.3 Type and location of the structural facility. 000134 T1 000135 T1The project concerns the construction of operational buildings for 000136 T1satellite communication, as well as the corresponding technical 000137 T1buildings Mechanical, Sprinkler and Power Plant. 000138 T1 000139 T1A more detailed description of the construction measures is included in 000140 T1the respective title of these specifications. 000141 T1 000142 T1 000143 T10.1.4 Traffic situation on site, in particular traffic restrictions. 000144 T1 000145 T1The installation is accessible via excellent roads. The worksite will be000146 T1accessed via paved forest roads and/or in the individual case via 000147 T1traffic ways of the installation. The areas assigned for storage 000148 T1purposes of the contractor shall be strictly observed. 000149 T1 000150 T1All assigned areas and access roads shall be kept clean and cleaned 000151 T1every day if necessary. 000152 T1Military security regulations apply to the entire area and shall be 000153 T1strictly followed. 000154 T1 000155 T1 000156 T10.1.5 Areas to be kept clear for the traffic. 000157 T1 000158 T1The public roads shall be kept free for the traffic at any time. 000159 T1 000160 T1 000161 T10.1.6 Type, location, size and usability of transport facilities and 000162 T1transport ways. 000163 T1 000164 T1See also item "Delivery/transport from site of materials and 000165 T1components". 000166 T1 000167 T1 000168 T10.1.7 Location, type, connection factor and conditions for the provision000169 T1of connections for water, power and sewage. 000170 T1 000171 T1Site electricity and water aswell as sewage will be provided free of 000172 T1charge. 000173 T1 000174 T1The provision of connections to existing utilities will be coordinated 000175 T1througt the COR periode. These connections shall be performed in such a 000176 T1manner that the operation is only minor interrupted or disturbed in the 000177 T1remaining buildings. 000178 T1Required interruptions of supply and drain lines shall be coordinated 000179 T1with the US authorities prior to the measure and have to be approved. 000180 T1 000181 T1 000182 T10.1.8 Location and extent of areas or spaces made available to the 000183 T1contractor for use or joint use for the performance of services. 000184 T1 000185 T1Storage areas for the contractor are basically only possible within the 000186 T1fenced construction area. 000187 T1 000188 T1Stored construction materials and devices etc. may not protrude beyond 000189 T1the temporary fence in the area of worksite and storage area. 000190 T1 000191 T1 000192 T10.1.9 Soil conditions, subsoil and bearing capacity, results of soil 000193 T1investigations. 000194 T1 000195 T1The document "Geotechnical report regarding subsoil conditions" is 000196 T1attached to the bidding documents. 000197 T1 000198 T1 000199 T10.1.10 Hydrological values of groundwater and water bodies. Type, 000200 T1location, discharge, discharge capacity and flood conditions of 000201 T1receiving bodies. Results of water analyses. 000202 T1 000203 T1The document "Geotechnical report regarding subsoil conditions" is 000204 T1attached to the bidding documents. 000205 T1 000206 T1 000207 T10.1.11 Special environmental provisions. 000208 T1 000209 T1 n/a 000210 T1 000211 T1 000212 T10.1.12 Special disposal requirements, e.g. restrictions for the disposal000213 T1of sewage and waste. 000214 T1 000215 T1Materials, waste and sewage of any type to be removed shall be disposed 000216 T1of in accordance with the updated edition of the waste law of the 000217 T1district and/or community and the federal Ordinance on Waste Recovery 000218 T1and Disposal Records. 000219 T1 000220 T1The accumulating construction rubbish shall also be disposed of 000221 T1separately in accordance with the German regulations. The responsible 000222 T1U.S. authority shall be informed about this. 000223 T1 000224 T1Color and solvent residues accumulating when cleaning paint brushes 000225 T1and/or paint rolls must not be disposed through the wastewater system or000226 T1waste containers on site. 000227 T1 000228 T1Demolition material, waste, construction rubbish, packing material and 000229 T1similar waste shall be transported to an approved landfill outside the 000230 T1installation. 000231 T1 000232 T1No waste may be thrown into road drains, toilets or garbage cans. 000233 T1 000234 T1The contractor must take care that no contamination of groundwater 000235 T1and/or soil will be caused by improper storage of liquid combustibles, 000236 T1chemical agents and paints. 000237 T1 000238 T1The disposal shall be accomplished in accordance with the valid legal 000239 T1provisions. The contractor shall prepare a waste recycling plan and 000240 T1provide all disposal certificates from the beginning prior to start of 000241 T1the construction measure. 000242 T1 000243 T1 000244 T10.1.13 Sanctuaries or preservation times in the area of the worksite, e.000245 T1g. as required for waters, soil, nature, landscape preservation or for 000246 T1pollution control; expert reports etc. on hand. 000247 T1 000248 T1 n/a 000249 T1 000250 T1 000251 T10.1.14 Type and scope of the protection of trees, existing plants, 000252 T1vegetation areas, traffic areas, structural elements, structures, 000253 T1boundary stones etc. in the area of the worksite. 000254 T1 000255 T1The areas used as storage areas as well as the areas and roads 000256 T1surrounding the building shall be protected against soiling and put into000257 T1the original condition after end of work. 000258 T1 000259 T1 000260 T10.1.15 Systems existing within the construction site, particularly 000261 T1sewage and supply lines. 000262 T1 000263 T1The systems particularly intact sewage and supply lines which are known 000264 T1until now in the construction area shall be protected against damage 000265 T1during the performance of earth and cable installation work. Individual 000266 T1lines shall be relocated in accordance with the design. 000267 T1 000268 T1 000269 T10.1.16 Known or suspected obstacles in the area of the worksite, e.g. 000270 T1lines, cables, drains, sewers, remaining building parts and their owners000271 T1as far as known. 000272 T1 000273 T1The lines, cables, drains, sewers and remaining building parts shall be 000274 T1protected against damage during the construction work of the building 000275 T1and appropriate exterior facilities. 000276 T1 000277 T1 000278 T10.1.17 Suspected explosive ordnance in the area of the worksite, results000279 T1of exploration or dedudding measures. 000280 T1 000281 T1 n/a 000282 T1 000283 T1 000284 T10.1.18 Measures possibly taken in accordance with the worksite 000285 T1ordinance. 000286 T1 000287 T1See NAU 01 35 26 10 000288 T1 000289 T1 000290 T10.1.19 Type and scope of contamination, e.g. of soil, waters, air, 000291 T1materials and components; expert reports etc. on hand. 000292 T1 000293 T1The documents "Geotechnical report regarding subsoil conditions" is 000294 T1attached to the bidding documents. 000295 T1 000296 T1 000297 T10.1.20 Site preparatory work 000298 T1The project includes clearing work, safety fence, earth work, 000299 T1construction fence, traffic way construction work, relocation of medium 000300 T1voltage cables, power supply of containers, grounding work, fence 000301 T1lighting, camera monitoring, dismantling and cabling work. 000302 T1 000303 T1 000304 T1 000305 T10.1.21 Work of other contractors within the worksite. 000306 T1 000307 T1It can be expected that also other contractors will work in the area of 000308 T1the security area SATCOM. 000309 T1 000310 T1 000311 T1 000312 T10.2 Information on performance 000313 T1 000314 T10.2.1 Planned working phases, working interruptions and work limitations000315 T1according to type, location and time as well as dependence on the 000316 T1services of others. 000317 T1 000318 T1The project comprises the following structural facilities: 000319 T1- operational building WSOC 000320 T1- technical building Mechanical 000321 T1- technical building Sprinkler 000322 T1- technical building Power Plant 000323 T1- provision of antenna pads 000324 T1- cable piping and shafts in the existing antenna field 000325 T1- roads and ways 000326 T1- supply lines within the security area SATCOM 000327 T1 000328 T1Outside the fenced-in construction area it is planned to perform also 000329 T1services within the used SATCOM area (security area). This particularly 000330 T1includes infrastructural services for the connection of supply and drain000331 T1lines, water, sewage, energy, IT and network connections, telephone, 000332 T1lighting etc. 000333 T1These services will be performed under escort conditions, i.e. the 000334 T1access to the security area and the work will be accompanied by a 000335 T1military escort. The contractor must coordinate escort with the COR and 000336 T1give a minimum of five working days notice. 000337 T1 000338 T1The construction sequence is divided into 2 essential construction 000339 T1sections. 000340 T1The first construction section contains the construction and completion 000341 T1of the following parts: 000342 T1- technical building Power Plant 000343 T1- technical building Sprinkler 000344 T1- technical building Mechanical 000345 T1- operational building WSOC 000346 T1- provision of antenna pads WSOC 000347 T1- roads and ways in the WSOC area 000348 T1 000349 T1The second construction section contains the construction and completion000350 T1of the following parts: 000351 T1- cable piping and shafts in the existing antenna field 000352 T1- completion of ways and roads 000353 T1 000354 T1 000355 T10.2.2 Special difficulties during performance, e. g. work in rooms with 000356 T1ongoing operations, work in the area of traffic routes or in case of 000357 T1unusual external effects. 000358 T1 000359 T1In the course of the construction of diverse security systems, 000360 T1connection work becomes necessary also in existing and used buildings of000361 T1the security area SATCOM. This work shall be announced timely to the 000362 T1respective user and will be performed under increased security 000363 T1requirements (military escort, more difficult building access, limited 000364 T1working time etc.). 000365 T1 000366 T1Further difficulties have to be expected during the work in the antenna 000367 T1field since a considerable number of new cable routes will be led into 000368 T1existing shafts which, however, remain in operation. Furthermore, many 000369 T1crossings of routes are required between existing cable runs and the 000370 T1cable routes to be provided newly. This work has to be performed with 000371 T1the utmost care in order to prevent the existing cable runs from being 000372 T1damaged during excavation work. 000373 T1 000374 T1 000375 T10.2.3 Special requirements for work in contaminated areas, possibly 000376 T1special requirements for protection and safety measures. 000377 T1 000378 T1 n/a 000379 T1 000380 T1 000381 T10.2.4 Special requirements for worksite mobilization and disposal 000382 T1facilities, e.g. containers for separate collection. 000383 T1 000384 T1See NAU 00 73 15 000385 T1 000386 T1 000387 T10.2.5 Specifics of traffic regulation and protection, possibly also to 000388 T1what extent the Government will accept the performance of required 000389 T1measures. 000390 T1 000391 T1In general, adjacent roads, driveways and parking lots shall be kept 000392 T1clear. 000393 T1 000394 T1 000395 T10.2.6 Special requirements for the installation and dismantling as well 000396 T1as provision of scaffolds. 000397 T1 000398 T1 n/a 000399 T1 000400 T1 000401 T10.2.7 Joint use of foreign scaffolds, lifting equipment, elevators, 000402 T1common and storage rooms, facilities etc. by the contractor. 000403 T1 000404 T1 n/a 000405 T1 000406 T1 000407 T10.2.8 How long, for what kind of work and possibly for what kind of 000408 T1demands the contractor shall make his scaffolds, lifting equipment, 000409 T1elevators, common and storage rooms, facilities etc. available to other 000410 T1contractors. 000411 T1 000412 T1 n/a 000413 T1 000414 T1 000415 T10.2.9 Use or shared use of recycled materials. 000416 T1 000417 T1A prior approval of the Contracting Officer or designated representative000418 T1is mandatory for the installation of recycled materials, e.ÿg. 000419 T1installation of demolished material. 000420 T1 000421 T1 000422 T10.2.10 Requirements for recycled materials and non-standard materials 000423 T1and components. 000424 T1 000425 T1 n/a 000426 T1 000427 T1 000428 T10.2.11 Special requirements for type, quality and environmental 000429 T1compatibility of the materials and components, also e.g. for rapid 000430 T1biodegradability of auxiliary materials. 000431 T1 000432 T1All wood products used shall be classified in accordance with FSC, PEFC 000433 T1or equal and fulfill individually the criteria of FSC or PEFC valid for 000434 T1the respective country of origin. 000435 T1 000436 T1 000437 T10.2.12 Type and scope of the suitability and quality proofs requested by000438 T1the Contracting Officer or designated representative. 000439 T1 000440 T1Where important reasons are existing, e.g. user directions / existing 000441 T1and/or especially adjusted systems, certain materials of the 000442 T1manufacturers are partly taken as basis for the performance. If a system000443 T1is selected for a respective discipline, no materials of other 000444 T1manufacturers may be used so that these construction services are 000445 T1obtained from one manufacturer and installed in accordance with his 000446 T1installation regulations and valid standards. 000447 T1 000448 T1 000449 T10.2.13 Under which conditions the material gained at the worksite may be000450 T1reused or shall be reused or recycled. 000451 T1 000452 T1 n/a 000453 T1 000454 T1 000455 T10.2.14 Type, composition and quantity of soils, materials and components000456 T1to be disposed of from the area of the project construction site; type 000457 T1of recycling or the disposal yard in case of waste; requirements to be 000458 T1met by proofs regarding transport, disposal and disposal costs to be 000459 T1paid by the US Government. 000460 T1 000461 T1 n/a 000462 T1 000463 T10.2.15 Type, number, quantity or weight of materials and components 000464 T1provided by the US Government as well as type, exact description of 000465 T1location and time of their hand-over. 000466 T1 000467 T1 n/a 000468 T1 000469 T1 000470 T10.2.16 Extent to which the Contracting Officer or designated 000471 T1representative accepts unloading, storage and transport of materials and000472 T1components or provides the contractor with equipment or labor. 000473 T1 000474 T1 n/a 000475 T1 000476 T1 000477 T10.2.17 Services of other contractors 000478 T1 000479 T1 n/a 000480 T1 000481 T1 000482 T10.2.18 Assistance during adjustment of system parts and during 000483 T1commissioning of systems in cooperation with other parties involved, 000484 T1e.g. with the building automation contractor. 000485 T1 000486 T1 n/a 000487 T1 000488 T1 000489 T10.2.19 Use of parts of the service prior to commissioning. 000490 T1 000491 T1 n/a 000492 T1 000493 T1 000494 T10.2.20 Transfer of maintenance during the duration of the limitation 000495 T1period for the warranty entitlements for mechanical and electrical as 000496 T1well as electronic systems or parts of it, where the maintenance has an 000497 T1influence on the security and functionality by a special maintenance 000498 T1contract. 000499 T1 000500 T1The maintenance of the completed work will be the responsibility of the 000501 T1contractor until the project is completed and formally accepted by the 000502 T1US Government. 000503 T1 000504 T1 000505 T10.2.21 Billing on basis of certain drawings or tables. 000506 T1 000507 T1 n/a 000508 T1 000509 T1 000510 T1 000511 T10.3 Technical contract conditions: 000512 T1 000513 T1- Reference Documents 000514 T1 000515 T1The drawings and documents listed in the enclosure will be submitted to 000516 T1the contractor as basis for performance of his services. The contractor 000517 T1shall check the documents handed over to him as well as the conditions 000518 T1on site prior to start of work. 000519 T1 000520 T1 000521

T10.4 SECONDARY SERVICES 000522

T1 000523 T1n/a 000524 T1 000525 T1 000526 T1 000527

T10.5 BILLING 000528

T1 000529 T1 n/a 000530 T1 000531 T1 000532

T10.6 ADDITIONAL PREFACES 000533

T1 000534 T1The following items shall be included in the price! 000535 T1 000536 T1 000537 T10.6.1 Worksite mobilization 000538 T1 000539 T1The worksite mobilization will not be separately reimbursed. 000540 T1The following services shall be included: 000541 T1 000542 T1Worksite mobilization of services of the contractor. 000543 T1The storage and working spaces required for the performance of the 000544 T1contractual services are included. 000545 T1 000546 T1The resulting costs and the preparation of a worksite mobilization plan 000547 T1shall be apportioned accordingly and have to be included in the offer 000548 T1amount. 000549 T1 000550 T1The original condition of the ground surface which was used for placing 000551 T1the worksite equipment shall be accordingly restored upon completion of 000552 T1the project. 000553 T1 000554 T1The worksite mobilization also includes paving the unpaved surfaces 000555 T1(lawn, etc.) to be suitable for vehicular construction traffic. 000556 T1The worksite equipment shall be protected by the contractor. 000557 T1All waste, stone rests and materials to be dismantled will become the 000558 T1contractor's property and shall be disposed of. 000559 T1 000560 T1Removing the contractor's worksite equipment from the construction site 000561 T1upon completion of the contractual services shall be included. The 000562 T1original condition of the ground surfaces which were used for placing 000563 T1the worksite equipment shall be restored accordingly. 000564 T1 000565 T1The contractor shall submit a detailed worksite mobilization plan in 3 000566 T1copies as well as on CD-ROM in .pdf format prior to start of the 000567 T1construction measure. This plan shall be coordinated with the 000568 T1supervision and the safety manager and followed bindingly. 000569 T1 000570 T1 000571 T1 000572 T10.6.2 Construction schedule 000573 T1 000574 T1See NAU 01 32 01.00 10 000575 T1 000576 T1 000577 T10.6.3 Worksite mobilization plan 000578 T1 000579 T1See NAU 00 73 15 000580 T1 000581 T1 000582 T10.6.4 Sampling 000583 T1 000584 T1See also special contract conditions "Sampling". 000585 T1The contractor shall coordinate all colors, finishes, textures, surfaces000586 T1and signs with the Contracting Officer's Representative (COR) even if 000587 T1details are already given in the specifications. 000588 T1 000589 T1 000590 T10.6.5 Regular working hours 000591 T1 000592 T1See NAU specs. 000593 T1 000594 T1 000595 T9 000596

00 81L 1122PPPPI90 000597

01GU-LV_105_NT2_EN_ABGABE 12.02.13 000598

02GU-LV-WSOC_US_100bc1 000599 03US Army Corps of Engineers 000600 08EUR Euro 000601 11 2 N Titel 000602

12WSOC 000603

20 000604 26 Description of the construction services 000605 26 In the case of conflict between the general provision 000606 26 and the detailed provisions in this specification, the 000607 26 more specific provision will be binding 000608 26 000609 26 000610 26 1. General 000611 26 The following description of the structures serves as 000612 26 introduction of the reader in the design of the 000613 26 structure. The complete and detailed information can be 000614 26 found in the static calculations which will be included 000615 26 as a part of the solilicitation 000616 26 The complete and detailed information can be found in 000617 26 the static calculations which will be included as a 000618 26 part of the solicitation. 000619 26 000620 26 000621 26 1.1 Location 000622 26 The building to be constructed is located in the 000623 26 western part of the installation Heliport Landstuhl. 000624 26 The three technical buildings, mechanic, sprinkler and 000625 26 power plant, and also an other building (the other 000626 26 building is not part of this contract) will adjoin to 000627 26 the building in the east. 000628 26 000629 26 1.2 Building concept 000630 26 Primarily, the design on hand is based on the basic 000631 26 ideas listed below: 000632 26 - Separation of the technical area and the major 000633 26 occupancy area for reasons of reduced sound 000634 26 transmission and easier subsequent extension of the 000635 26 mechanical centers or the main building. 000636 26 - Common technical area for the use of synergy effects 000637 26 by saving building structure and area consumption. 000638 26 - Combination of useful areas to achieve better 000639 26 utilization of spaces and compact building shape 000640 26 without restrictions in functionality and consequently 000641 26 reduction of the required clearing areas and 000642 26 countervailing duties. 000643 26 - Creation of an urban and creative unit of the 000644 26 building areas by means of the primary connecting roof 000645 26 edge. 000646 26 - Circumferential development of the buildings to ease 000647 26 deliveries is ensured. Roads and ways are on all sides 000648 26 of the main building which has a lowered loading ramp 000649 26 on the east side to ease rear unloading. 000650 26 000651 26 1.3 Building structure 000652 26 The WSOC building comprises an independent, compact 000653 26 structure. 000654 26 BT1 (Building part 1) Operation building with all 000655 26 required occupancy units of the Wideband Satcom 000656 26 Facility, gross floor space approx. 2,318 mý 000657 26 000658 26 1.4 Building parameters 000659 26 Dimensions of BT1: approx. 60.7ÿm x 38.2ÿm, approx. 000660 26 2,318 mý 000661 26 000662 26 2. Structural concept 000663 26 000664 26 2.1 Structural bases: 000665 26 The single-story building with dimensions of approx. 000666 26 60.7 m x 38.2 m and a roof height of up to approx. 7.0 000667 26 m will be provided as follows: 000668 26 000669 26 2.2 Building bracing: 000670 26 The building will be braced by means of reinforced 000671 26 concrete sections in the exterior and interior axes as 000672 26 well as by roofing bonds. 000673 26 000674 26 2.3 Roof structure: 000675 26 Steel supporting structure consisting of two-span 000676 26 trusses with span widths of 25 m and 12.5 m, which are 000677 26 installed at spacings of 6.0 m and supported by 000678 26 reinforced concrete supports. The top chords run bent 000679 26 with a radius of 128 m. The roofing will be performed 000680 26 with trapezoidal sheets with thermal insulation and 000681 26 standing seam plate lining. The roof slope will be 000682 26 ensured by bent top chords of the trusses. 000683 26 000684 26 2.4 Design of the roof structure: 000685 26 Thermal insulation with vapor barrier and standing seam 000686 26 plate, 000687 26 Reinforced concrete supports (30 cm/25 cm) will be 000688 26 installed in the number axes at spaces of approx. 6.0 m 000689 26 for transferring the roof loads. The connections in the 000690 26 foundation and roof level will be provided as 000691 26 articulated connections. Only for the building 000692 26 construction in progress, a structural restraint will 000693 26 be provided in the foundation. 000694 26 Precast concrete slabs, T = 25 cm, will be installed 000695 26 between the supports and in the area of bracing 000696 26 sections. 000697 26 The enclosing walls of the Open Storage Requirements 000698 26 area will be performed as reinforced concrete walls as 000699 26 well up to below the roof shell. 000700 26 000701 26 2.6 Floor slab: 000702 26 The floor slab will be provided as 25 cm thick non-load 000703 26 bearing element. 000704 26 000705 26 2.6 Foundation: 000706 26 The foundation will be realized by means of pad 000707 26 foundations. The foundation base is located in the 000708 26 bunter sandstone rock layer. The bunter sandstone rock 000709 26 layer is located starting from an embedment depth of 000710 26 approx. 1.50 m. Based on the soil investigation report, 000711 26 the frost-free depth lies 1.0 m below ground surface. 000712 26 000713 26 2.7 Facades: 000714 26 The exterior walls made of reinforced concrete will be 000715 26 provided with thermal insulation according to the 000716 26 provisions of EnEV 2009 (EnEV verification is on hand). 000717 26 The exterior shell of the facade will be created by a 000718 26 non-load bearing and ventilated aluminum lining. 000719 26 000720 26 2.8 Building materials: 000721 26 Concrete: C25/30 (in-situ concrete), C30/37 (precast 000722 26 elements) 000723 26 Reinforcing steel: BSt 500 S(B)+M(A) 000724 26 Structural steel: S235, S355 000725 26 000726 26 2.9 Fire rating of load bearing building components: 000727 26 The fire rating of load bearing building components is 000728 26 subject to the requirements of the District Building 000729 26 Ordinance of Rhineland-Palatinate and the fire 000730 26 protection expert. 000731 26 000732 26 Roof structure F0 000733 26 Reinforced concrete supports F30 - F90 000734 26 Reinforced concrete walls F30 - F90 000735 26 000736 26 000737 26 3. Construction description 000738 26 000739 26 CG 310 Construction pit 000740 26 CG 311 Provision of construction pit 000741 26 A large part of the WSOC building is located in the 000742 26 backfill site of the terrain. Based on the present soil 000743 26 investigation report, excavation will mostly be 000744 26 performed in soil class 6-7. Small amounts of the 000745 26 excavated material are not suitable for reinstallation 000746 26 and will be disposed of. 000747 26 Due to the soil classes, special measures for 000748 26 stabilization of the construction pits are not 000749 26 necessary. 000750 26 000751 26 000752 26 CG 313 Dewatering 000753 26 in accordance with the soil investigation report, 000754 26 groundwater is only to be expected starting from a 000755 26 depth of -2.50ÿm below ground surface. Thus, dewatering 000756 26 is only required to a little extent, preferably at 000757 26 foundation work for the cable vaults, shafts and pits 000758 26 for the underground tank system. 000759 26 000760 26 CG 320 Foundation 000761 26 CG 322 Flat foundations 000762 26 Based on the recommendations of the soil investigation 000763 26 report, flat foundations with pad and strip foundations 000764 26 as well as reinforced floor slabs will be performed. 000765 26 000766 26 CG 324 Subsoils and floor slabs 000767 26 Partial areas of the WSOC building and the power plant 000768 26 will be performed with a floor slab to be provided 000769 26 deeper for the installation of the raised floors. A 000770 26 raised floor with a support distance of 600 x 600 mm 000771 26 and a height of 1.0 m will be provided in the WSOC 000772 26 building. Dimensioning of the raised floor will be 000773 26 performed based on SRP dated 02/10/2012, item 2.3.4.5 000774 26 IAW DIN EN 12825 in element class 6 with a concentrated 000775 26 load of 8,000 N/A, a breaking load larger than 16,000 N 000776 26 and a safety factor of 2. 000777 26 The floor slabs in the WSOC building will be made of 000778 26 reinforced concrete. Thereby, the substructure consists 000779 26 of a base course of crushed stones, a layer made of 000780 26 sand with a thickness of approx. 5 cm and an insulation 000781 26 layer with a thickness of 10 cm made of extruded 000782 26 polystyrene based on the determinations of the EvEV 000783 26 verification. The floor slabs in the equipment rooms of 000784 26 the raised floor area will be equipped with floor 000785 26 inlets and pump sumps. 000786 26 000787 26 Outside the raised floor areas, cement screeds as 000788 26 floating screed will be planned. 000789 26 000790 26 CG 325 Floorings: 000791 26 Oil-resistant floor coverings on 2-component epoxy 000792 26 resin basis are planned on the concrete floor slab in 000793 26 the raised floor areas. The upright wall components 000794 26 will also be provided with a wall covering up to the 000795 26 bottom edge of the raised floor. 000796 26 The other building areas will be provided with a cement 000797 26 screed on separating layer. 000798 26 000799 26 Office rooms and the conference room will be equipped 000800 26 with carpet floorings. The corridors, the entrance area 000801 26 and the sanitary rooms will be equipped with a tile 000802 26 covering made of vitrified clay. The recreation room 000803 26 (121), the supply office (110) , the NBC (114) and the 000804 26 armsroom (113) as well as the PLL storage (141) will be 000805 26 equipped with a linoleum flooring. In the vestibule, a 000806 26 doormat will be recessed in the screed as well as at 000807 26 all corridor exits. The fitness room will be equipped 000808 26 with a rubber flooring. The technical rooms without 000809 26 raised floor within the WSOC building will only be 000810 26 equipped with a floor paint. 000811 26 000812 26 For reasons of sound insulation, all areas with raised 000813 26 floor slabs will be equipped with a rubber flooring. 000814 26 The cooling of the control systems in the equipment 000815 26 room is ensured by cold air intake via the raised 000816 26 floor. The raised floor will be provided with 000817 26 ventilation panels of the system manufacturer in 000818 26 partial areas according to the requirements of the 000819 26 technical equipment. For compensation of the increased 000820 26 sound pressure level due to the equipment, mineral 000821 26 fiber panels based on the noise control report will be 000822 26 recessed in the raised floor area. 000823 26 000824 26 CG 326 Structure sealing: 000825 26 The exterior components located in the ground will be 000826 26 provided with a seal against temporarily impound 000827 26 seepage water IAW DIN 18195, Part 6, Section 9. 000828 26 Especially the cable vaults located deeper in the 000829 26 technical building and the cable duct connected with 000830 26 the WSOC building will also be provided with 000831 26 water-impermeable concrete with an additional bitumen 000832 26 sheet waterproofing construction to be on the safe 000833 26 side. 000834 26 000835 26 As additional protection against penetration of 000836 26 humidity into the structure via the floor slab, a 000837 26 cold-glued bituminous roof sheet layer IAW DIN 18195 000838 26 will be applied onto the perimeter insulation. Joints 000839 26 in the area of penetrations will be sealed. 000840 26 000841 26 000842 26 CG 327 Drainages: 000843 26 A drainage is not required due to the fact that 000844 26 groundwater is expected starting from a depth of -2.50 000845 26 m. IAW NFPA 75, an underground line system will be 000846 26 provided below the floor slab of raised floor areas by 000847 26 connecting the floor inlets recessed in the floor slab 000848 26 and directing collecting lines in a pump sump via 000849 26 these. Drainage of the raised floor in case of average 000850 26 of a sprinkler admission will be performed via this 000851 26 system in connection with the use of waste water pumps 000852 26 of the responsible fire department. 000853 26 000854 26 CG 329 Foundation, miscellaneous: 000855 26 A cable duct, which will connect both building parts 000856 26 with each other, will be provided in a depth of approx. 000857 26 2.5 m between the WSOC building and the power plant due 000858 26 to the large cable cross-sections and for maintaining a 000859 26 good subsequent assignment. This cable duct will be 000860 26 performed as crawl space with a clear height of approx. 000861 26 1.20 m. The fireproof separation will be in the area of 000862 26 the exterior wall WSOC Axis C. This cable duct can be 000863 26 accessed on WSOC side by means of a ladder from the 000864 26 raised floor of the WSOC equipment room. 000865 26 000866 26 CG 330 Exterior walls 000867 26 CG 332 Non-load bearing exterior walls: 000868 26 The WSOC building will be constructed as reinforced 000869 26 concrete skeleton structure. 000870 26 Therefore, the exterior walls of the WSOC building will 000871 26 be performed as non-load bearing prefab concrete 000872 26 elements, which will be installed between the 000873 26 reinforced concrete supports, to be flush with the 000874 26 inner edge of the support towards the inside of the 000875 26 building. 000876 26 000877 26 CG 333 Exterior supports 000878 26 The WSOC will be performed with reinforced concrete 000879 26 supports and molded foundation. Thereby, the supports 000880 26 are in the letter axes in a grid of 6 m and in the 000881 26 number axes in a grid of 5 m. 000882 26 000883 26 CG 334 Exterior doors and windows 000884 26 The entrance area in the northwest will be provided as 000885 26 glazed metal frame construction. 000886 26 The main entrance door will be performed as 2-wing 000887 26 metal frame door with transom window and glass infill. 000888 26 All other entrance doors in the south, west and north 000889 26 will be performed as one-wing metal frame doors with 000890 26 glass infill and transom window as well. The clear 000891 26 passage width for the entrance doors is 92 cm according 000892 26 to the determinations of the fire protection report. 000893 26 All other exterior doors are planned as sheet steel 000894 26 doors with overhead door closer and heavy hardware. 000895 26 000896 26 An electrically operated rolling gate with a size of 000897 26 3.01 x 3.01 m is planned in addition to the exterior 000898 26 doors in the receiving area. 000899 26 000900 26 The window areas are planned as row of windows in the 000901 26 west and north with fixed glazings and insulated panel 000902 26 sections. 000903 26 Also, all window elements will be provided as metal 000904 26 frame construction with thermal insulating glass. All 000905 26 window elements are planned with fixed glazing and can 000906 26 therefore not be opened. Spider alarms for the 000907 26 intrusion detection system will be inserted in the 000908 26 glazings. 000909 26 000910 26 All glass areas will be provided with a shatter 000911 26 protection in form of a corresponding foil in the 000912 26 thermal insulating glass elements . 000913 26 000914 26 The glazing of the dormer will also be performed as row 000915 26 of windows with fixed glazing. 000916 26 000917 26 CG 335 Exterior wall treatment, outside 000918 26 A non-load bearing and ventilated construction 000919 26 consisting of aluminum composite panels is chosen for 000920 26 the facade construction due to the exposed location of 000921 26 the building on a hill within a forested area and the 000922 26 resulting severe weather effects. The performance of an 000923 26 insulated plaster facade is not considered anymore for 000924 26 reasons of a quick and almost weather-independent type 000925 26 of installation. 000926 26 The exterior wall treatment consists of large-format 000927 26 facade elements on a light-metal substructure with 000928 26 rivet fastening adjusted in color. The joint pattern 000929 26 will result from the horizontally arranged aluminum 000930 26 composite panels. The color design will be determined 000931 26 after on-site sampling. 000932 26 The supporting construction of the curtain wall and the 000933 26 thermal insulation made of mineral fibers will be 000934 26 installed on the exterior walls consisting of prefab 000935 26 reinforced concrete elements according to the 000936 26 provisions of the EnEV 2009 (Energy Conservation 000937 26 Ordinance). The back ventilation is approx. 50 mm. 000938 26 The exterior wall treatment in the west will be 000939 26 characterized by metal roof elements which consist of a 000940 26 standing seam roofing severely bent downwards. 000941 26 000942 26 CG 336 Exterior wall treatment, inside 000943 26 In the WSOC building, the exterior wall treatment 000944 26 inside consists of a dispersion paint coat on 000945 26 glassfiber wallpaper and/or plasterboard siding. 000946 26 000947 26 CG 338 Sun protection 000948 26 An outside sun protection consisting of venetian blinds 000949 26 is planned on the window elements oriented to the west 000950 26 and noth. These will be operated by means of an 000951 26 electric drive and controlled roomwise. 000952 26 000953 26 CG 339 Exterior walls, miscellaneous 000954 26 Railings: 000955 26 A lowered ramp for rear unloading at ground level is 000956 26 planned in the area of the receiving area, Axis C / 000957 26 5-7. The ramp will be provided with a hot-dip 000958 26 galvanized steel railing. This will be performed 000959 26 removable on the docking site. The railings with 000960 26 handrails inside and outside the ramp must be in 000961 26 accordance to NFPA 101, chapter 7.2.2.4 Guards and 000962 26 Handrails. 000963 26 000964 26 An impact protection consisting of galvanized 000965 26 guardrails is planned along the driving lane. 000966 26 000967 26 CG 340 Interior walls 000968 26 CG 341 Load Bearing interior walls 000969 26 In the WSOC building, only the bracing walls will be 000970 26 performed made of reinforced concrete, load-bearing. 000971 26 000972 26 Escape tunnel 000973 26 The essential corridor will be performed as so-called 000974 26 escape tunnel to comply with the fire-protection 000975 26 requirements for the structural escape way with 000976 26 fire-retardant surrounding areas (see fire protection 000977 26 concept). The tunnel will be performed as solid 000978 26 construction due to missing building authority approved 000979 26 dry construction systems for free-standing and 000980 26 self-supporting dry constructions. Thereby, the wall 000981 26 surfaces will be provided made of masonry consisting of 000982 26 sand-lime bricks/ elements unless these are not 000983 26 performed using solid partition walls with reinforced 000984 26 concrete prefab parts. 000985 26 000986 26 Armsroom: 000987 26 The performance of the armsroom is based on the 000988 26 American regulation AR 19011 of November 15, 2006; 000989 26 compliance is mandatory. 000990 26 The walls will be performed with precast concrete 000991 26 elements with a thickness of 25ÿcm. For security 000992 26 reasons, a reinforcement mat with reinforcing rods of 000993 26 type 4 in a centerline distance of 22 cm in each 000994 26 direction shall be installed to the 000995 26 structurally-related reinforcement on each side of the 000996 26 wall. This reinforcement in both wall sides will be 000997 26 arranged offset so that a grid with an opening size of 000998 26 approx. 30 cmý develops. The reinforcement in the wall 000999 26 will be anchored in the floor and the ceiling IAW the 001000 26 provisions of the American Concrete Institute. 001001 26 001002 26 001003 26 CG 342 Non-load bearing interior walls 001004 26 Non-load bearing interior walls will be partially 001005 26 provided as solid wall structures in reinforced 001006 26 concrete and/or with precast concrete parts. 001007 26 Furthermore, solid wall structures with 001008 26 sand-lime bricks/elements and double-paneled 001009 26 plasterboard metal stud walls in dry construction and 001010 26 surfaces ready for painting are planned. 001011 26 001012 26 CG 343 Interior supports 001013 26 Reinforced concrete supports with a molded foundation, 001014 26 in the planned grid at spacings of 6.0 m, will be 001015 26 installed in the WSOC building according to the 001016 26 structural concept. 001017 26 001018 26 CG 344 Interior doors and interior windows 001019 26 Wooden doors with aluminum frames will be installed in 001020 26 the office areas. The office areas will be equipped 001021 26 with one-wing doors of the size 1.01 x 2.135 m. Wet 001022 26 room doors are planned in the sanitary rooms. The 001023 26 corridors will be divided into smoke compartments by 001024 26 smoke-rated doors consisting of metal frame doors with 001025 26 glass infill and transom window of the size 1.55 x 001026 26 2.135 m. It is planned to equip these doors with 001027 26 sliding door closers and integrated electromechanical 001028 26 arrester for keeping open the escape ways permanently. 001029 26 001030 26 It is planned in the technical areas to perform the 001031 26 interior doors as sheet steel doors with overhead door 001032 26 closer and heavy hardware. 001033 26 001034 26 The two-wing door between the PLL Storage and the WSOC 001035 26 equipment room will also be provided with an arrester. 001036 26 001037 26 001038 26 CG 345 Interior wall treatment 001039 26 Since installation will be performed flush-mounted, the 001040 26 precast concrete parts shall be correspondingly 001041 26 equipped with conduits and junction boxes. The 001042 26 contractor is responsible for the design of these 001043 26 conduits in all prefab construction systems such as 001044 26 precast concrete walls and ceilings. Otherwise, the 001045 26 solid wall constructions will be provided with a 001046 26 glassfiber wallpaper and a dispersion paint coat. The 001047 26 same applies to the interior walls of the office areas. 001048 26 The interior walls of the sanitary rooms will be 001049 26 provided over entire room height with a tiling made of 001050 26 vitrified clay. A wall covering consisting of a 20 mm 001051 26 thick wooden board with fireproof coat will be 001052 26 installed on three sides in the Red-Black Com Room and 001053 26 in the Com Room. Acoustic elements are planned on the 001054 26 walls of Room No. 123 and 138. 001055 26 The interior walls of the technical buildings will be 001056 26 provided with a dispersion paint coat. 001057 26 001058 26 CG 346 Prefabricated interior walls 001059 26 Toilet partitions will be used in the restrooms. 001060 26 001061 26 CG 350 Ceilings 001062 26 CG 351 Ceiling constructions 001063 26 No ceilings are planned in the WSOC building. For 001064 26 reasons of fire security, the arms room (113), the 001065 26 corridors (111, 115, 122), the storage (126) and the 001066 26 gas extinguishing system room (137b) will be performed 001067 26 with a reinforced concrete ceiling. 001068 26 Further ceiling constructions made of reinforced 001069 26 concrete are planned in a partial area of the Open 001070 26 Storage Requirement area, Room No. 151 security 001071 26 lighting and Room No. 152 PA/MNS. 001072 26 Moreover it is planned to perform the required tunnel 001073 26 construction for ensuring the escape routes and rescue 001074 26 ways as solid construction with prefab walls and 001075 26 precast concrete elements. 001076 26 The ceiling surfaces of the escape tunnel will be 001077 26 constructed of precast concrete elements. 001078 26 Additionally, a steel platform for maintenance purposes 001079 26 is planned in the area of the OPS room (123). 001080 26 001081 26 Armsroom: 001082 26 The ceiling of the armsroom will be performed in 001083 26 reinforced concrete construction method in a thickness 001084 26 of 20ÿcm. For security reasons, a grid in longitudinal 001085 26 and transverse direction with reinforcing rods of type 001086 26 4 shall be installed on the top and the bottom side of 001087 26 the ceiling to the structurally-related reinforcement 001088 26 so that an unreinforced area (opening area) of maximum 001089 26 620 cmý develops. 001090 26 The ceiling reinforcement will be connected with the 001091 26 wall reinforcement.