ML20039C728
| ML20039C728 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 07/21/1981 |
| From: | BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20039C723 | List: |
| References | |
| 13587-2-A01-100, 13587-2-A1-100, NUDOCS 8112300085 | |
| Download: ML20039C728 (10) | |
Text
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Dssign Criteria 13587-2-A01-100 GPU SERVICE CORPORATION THREE MILE ISLAND - UNIT 2 RECOVERY FACILITIES DESIGN CRITERIA DOCUMENTS i
COVER SHEET ARCHITECTURAL 13587 DISCIPLINE:
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k JOB NO. 13587 REV.
DESIGN CRITERIA DOCUMENTS DISCIPLINE g
ARCHITECTURAL 1
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REVISION STATUS SHEET PAGE 1 of 1
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Design Criteria 13587-2-A01-100 (E
ARCHITECTURAL DESIGN CRITERIA TABLE OF CONTENTS SECTION SUBJECT PAGE
1.0 INTRODUCTION
1 2.0 GOVEDNING CODES, REGULATIONS, AND REFERENCE DOCUMENTS 1
2.1 Federal Codes and Standards 2.2 Governing Codes, Regulations, and Industry i
Standards 2.3 Bechtel Thermal Power Organization Standards and Design Guides 2.4 Project Standards and Documents 2.5 Material Specifications 3.0 MATERIAL DESCRIPTION 3
3.1 Roofs
- 3. 2 Walls 3.3 Ceilings 3.4 Floors 4.0 GENERAL STAIRS AND DOORS 4
4.1 Stairs 4.2 Doors and Frames 4.3 Special Doors l
5.0 PAINTING AND COATING 4
5.1 Structural and Miscellaneous Metal 5.2 Carbon Steel Piping, Pipe Hangers, and Supports i
5.3 Valves, Valve Operators, and Valve Motors 5.4 Mechanical Equipment and Supports f,
5.5 Electrical and Instrumentation Equipment 5.6 HVAC Ductworks, Hangers, and Supports l
5.7 Ferrous and Non-Ferrous Metals 5.8 Concrete Walls, Floors, Ceilings, and Masonry Walls 5.9 Doors and Frames 5.10 Special Doors l
- 6. 0 TOILET COMPARTMENTS AND LOCKERS 6
1 7.0 ARCHITECTURAL ELEMENTS OF FIRE PROTECTION 6
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7.1 Building Materials 7.2 Fire Propagation Control in Building Design 7.3 Exit Facilities Requirements l
8.0 SECURITY SYSTEM 7
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Design Critoria 13587-2-A01-100
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1.0 INTRODUCTION
1.1 These criteria shall govern the Architectural design of the struc-tures and facilities for the Three Mile Island - Unit 2 recovery services.
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- 1. 2 All significant deviations from these design criteria shall be approved by the Division Chief Architect.
- 2. 0 GOVERNING CODES, REGULATIONS, AND REFERENCE DOCUMENTS E
Unless specifically stated otherwise, the design of all structures and facilities shall be based on the latest issue (unless otherwise indicated) on the applicable portions of the following codes, specifications, industry standards, regulations and standards of the Bechtel Thermal Power Organization. When conflict occurs between criteria, the more restrictive shall apply.
Compliance to these documents shall be dis-cussed in the individual facility design criteria, and/or specifications.
2.1 FEDERAL CODES AND STANDARDS NRC regulatory guides, branch technical positions and codes of federal regulations applicable to the recovery facilities and listed in the general section of the project design criteria.
2.2 GOVERNING CODES, REGULATIONS, AND INDUSTRY STANDARDS 2.2.1 Pennsylvania Code for Fire and Panic Regulations by Department of Cit Labor and Industry, 1978 2.2.2 The BOCA Basic Building Code, 1978 2.2.3 The B0CA Plumbing Code, 1978 2.2.4 American Institute of Steel Construction (AISC)
Standards as applicable 2.2.5 American Iron and Steel Institute (AISI), " Specification for the Design of Cold-Forced Steel Structural Members" Standards as applicable 2.2.6 American Welding Society (AWS),
" Structural Welding Code" (AWS D1.1-79) 2.2.7 American Concrete Institute (ACI)
Standards as applicable Page 1 Rev. O
Design Criteria 13587-2-A01-100 f
2.2.8 American Society for Testing and Materials (ASTM)
Standards as applicable 2.2 9 American National Standards Institute (ANSI)
Standards as applicable 2.2.10 American Nuclear Insurance / Mutual Atomic Energy Reinsurance Pool (ANI/MAERP)
Basic Fire Protection for Nuclear Power Plant, 1977 2.2.11 National Fire Protection Association (NFPA)
Standards as applicable 2.2.12 National Concrete Masonry Association (NCMA) 2.2.13 Underwriters Laboratories Inc. (UL)
Fire Resistance Directory, 1980 Building Materials Directory, 1980 2.2.14 Factory Mutual Engineering Corporation (FM)
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Standerds as ePPiicebie 2.2.15 Steel Door Institute (SDI)
Standards as applicable 2.2.16 Steel Structures Painting Council (SSPC)
Number Subject SSPC SP 1 Solvent Cleaning SSPC SP 2 Hand Tool Cleaning SSPC SP 3 Power Tool Cleaning SSPC SP 10 Near White Metal Blasting SSPC PA 2 Dry Film Measurement Using Nondestructive Magnetic Gages SSPC VIS 1 Pictorial Surface Preparation Standards for Painting Steel Surfaces 2.2.17 Tile Council of America Standards as applicable 2.3 BECHTEL THERMAL POWER ORGANIZATION STANDARDS AND DESIGN GUIDES 2.3.1 Discipline Standard Specifications Page 2
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Dssign Critsria 13587-2-A01-100 2.3.2 Discipline Drawing Standard and Standard Detail 2.3.3 Discipline Design Standards and Guides 2.4 PROJECT STANDARDS AND DOCUMENTS 2.4.1 Project Engineering Procedures Manual 2.4.2 TMI-2 Final Sa'aty Analysis Report and amendments i
2.4.3 Fire Protection Program Reevaluation for THI-2 (1
- 2. 5 MATERIAL SPECIFICATIONS Nationally recognized industry standards are used whenever possible to describe material properties, testing procedures, fabrication, and construction methods.
3.0 MATERIAI. DESCRIPTION 3.1 ROOFS 3.1.1 Roof construction in general will consist of gravel-surfaced composition roofing (with or without rigid insulation board) with or l1 without vapor barrier. That insulation and vapor barrier, if provided, shall be attached by an approved method including perimeter fastening.
The roofing will conform to UL Class A construction. Metal deck roof b.
assemblies shall conform to Underwriters Laboratories listing as fire-acceptable, and Factory Mutual approval as~ Class I construction.
3.1.2 Metal decking will be galvanized steel of a standard section appropriate for the loads and span required.
3.2 WALLS 3.2.1 Walls enclosing plant mechanical and electrical equipment rooms, exit stairways, and storage areas will be constructed of concrete masonry unit, poured-in place concrete, or precast concrete panel.
l1 3.2.2 Partitions other than masonry or concrete will be metal studs covered with gypsum wallboard, or metal partition, as required.
3.2.3 Insulated and Uninsulated Metal Siding Unless otherwise noted all exterior surfaces of insulated and uninsu-KYNAR 500 or accepted lated metal siding will be finished with PVF2 equal. Wall insulation shall be noncombustible.
Insulated metal i
panels shall be in approved fire rated assemblies.
l All interior surfaces of insulated and uninsulated metal siding will receive the manufacturer's standard finish coat.,
3.2.4 Metal flashing will match adjacent finish of exteri or interior L
panels.
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e Design Criteria 13587-2-A01-100 t-n 3.2.5 Exterior walls will be reinforced concrete, metal siding, pre'ast c
concrete panel, brick, or concrete masonry unit.
3.3 CEILINGS Ceilings in finished areas will be acoustical lay-in units in an exposed-grid suspension system or suspended metal lath on furring channels and cement plaster, as required. The type of ceiling will be determined by the use of the particular area. Ceilings and their supports will be made of noncombustible materials. Unless otherwise noted ceiling will be exposed underside of metal roof deck and structural steel.
l1 3.4 FLOORS Unless otherwise noted concrete floors will be finished in accordance with Paragraph 5.8.
Ceramic tile floor will be manufactured and installed in accordance with Tile Council of America, Inc.
Resilient floor will conform to Federal Specification No. SS-T-312A Type IV for tiles.
4.0 GENERAL STAIRS AND DOORS 4.1 STAIRS
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All metal stairs shall have galvanized steel safety treads, platforms, l1 railings, and landings.
Required fire exit stairs will have solid retal risers and poured concrete treads.
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4.2 DOORS AND FRAMES All personnel doors including fire rated doors will be hollow metal doors with pressed steel frames.
Doors and frames will be painted as described in Paragraph 5.9.
Oversize doors should be fire resistive construction with certification if 1
unlabeled.
4.3 SPECIAL DOORS Special doors such as pressure type, airtight, equipment doors, etc.,
will be provided as required.
5.0 PAINTING AND C0ATING Surfaces to be coated include concrete floors, ceilings and walls, masonry walls, structural and miscellaneous steel, cranes, equipment, tanks, and piping.
5.1 STRUCTURAL AND MISCELLANEOUS METAL 5.1.1 All structural and miscellaneous steel, except in the pre-engin-eered buildings and steel joists, will receive shop-applied inorganic zinc primer.
Compatible finish coat will be applied in the field as b
required.
Structural steel requiring fireproofing material will receive primer compatible with the fireproofing selected.
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Dosign Criteria 13587-2-A01-100 e
5.2 CARBON STEEL PIPING, PIPE HANGERS, AND SUPPORTS 5.2.1 All uninsulated piping and all hangers and supports exposed to chemical contaminants will be protected with shop-applied epoxy primer.
Compatible finish coat will be applied in the field as required.
5.2.2 All uninsulated piping and all hangers and supports not exposed to chemical contaminants will ;eceive manufacturer's standard alkyd a
primer, except at field weld joints. Field touchup will be performed l1 as required.
No field finish coat will be applied.
5.2.3 Ali insulated piping will receive manufacturer's standard finish.
No field touchup or finish coat will be applied.
5.3 VALVES, VALVE OPERATORS, AND VALVE MOTORS 5.3.1 All valves, valve operators, and valve motors exposed to chemical contaminants will be protected with shop-applied epoxy primer. Com-petible finish coat will be applied in the field as required.
5.3.2 All valves, valve operators, and valve motors not exposed to chemical contaminants will receive a manufacturer's standard finish.
5.4 MECHANICAL EQUIPMENT AND SUPPORTS 5.4.1 All mechanical equipment and cupports exposed to chemical con-taminants will be protected with shop-applied epoxy primer.
Compatible t
finish coat will be applied in the field as required.
5.4.2 All mechanical equipmer,t and supports not exposed to chemical contaminants will receive manufacturer's standard finish.
5.5 ELECTRICAL AND INSTRUMENTATION EQUIPMENT 5.5.1 All electrical and instrumentation equipment will receive a manufacturer's standard finish.
5.5.2 All conduits, junction boxes, cable trays, hangers and supports, including unistrut required for the electrical and instrumentation, will be hot dipped galvanized or equal.
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5.6 HVAC DUCTWORKS, HANGERS, AND SUPPORTS All HVAC ductworks, hangers, and supports will be galvanized or painted carbon steel.
5.7 FERROUS AND NON-FERROUS METALS s
l 5.7.1 Stainless steel and non-ferrous metals will not be shop or field l
coated.
r 5.7.2 All floor gratings, metal deck forms, and checkered plates will l
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be galvanized.
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e D:; sign Criteria 13587-2-A01-100 5.8 CONCRET2 WALLS, FLOORS, CEILINGS, AND MASONRY WALLS 5.8.1 Surfaces exposed to chemical contaminants will be protected with an epoxy surfacer and ora coat of epoxy finish.
5.8.2 Concrete floors and walls in areas shown as sealed will be pro-tected with a sealer or a hardener.
m 5.8.3 Surfaces except floors in areas other than those in Paragraphs 5.8.1 and 5.8.2 will be painted with conventional paint as required.
5.9 DOORS AND FRAMES 5.9.1 All doors and frames in areas which are not exposed to chemical contaminants will have manufacturer's standard shop-applied primer and will receive a field-applied finish coating as required.
5.9.2 All doors and frames exposed to chemical cortaminants will receive manufacturer's standard primer and field-applied epoxy top coat.
5.10 SPECIAL DOORS All special doors and frames will receive manufacturer's standard shop-applied primer and will receive a field-applied finish coating as required.
6.0 TOILET COMPARTMENTS AND LOCKERS Toilet compartments will be of ceiling-hung, flush type metal, with
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bakad-enamel factory finish. Lockers are steel, factory finished, and will be mounted on concrete curbs. Wood benches will receive a sealer.
7.0 ARCHIJECTURAL ELEMENTS OF FIRE PROTECTION 7.1 BUILDING MATERIALS 7.1.1 Building materials structural components, and interior finishes will l1 be rated in accordance with ASTM E 84 and/or UL-723 Standard Test Methods for Classification of Building Materials. Materials shall have demon-strated flame spread classifications of 25 or less, fuel contribution of 25 or less by these tests.
In addition, materials composed of or con-taining plastics and any floor coverings shall be separately approved for their planned utilization.
7.1.2 Fire resistive coatings will be applied to structural steel where I
necessary to obtain minimum hourly rating.
7.2 FIRE PROPAGATION CONTROL IN BUILDING DESIGN 7.2.1 Noncombustible fire barrier walls, floors, and ceilings will l1 be provided in order to subdivide buildings into fire areas. The fire resistive rating and the delineation of fire barrier walls, floors, ceilings, and structural steel wil.1 be pr.ovided where required, based on:
7.2.1.1 Pennsylvania Code Fire and Panic Regulations by Department of Labor and Industry Page 6 Rev. 1 L
a-Dssign Critsria 13587-2-A01-100 f
7.2.1.2 NFPA codes and standards 7.2.1.3 ANI/MAERP Basic Fire Protection for Nuclear Power Plants 7.2.1.4 NRC Branch Technical Position ASB 9.5-1, Appendix A 7.2.2 The fire resistive integrity of fire barrier walls, floors, and 1
ceilings having through penetrations will be maintained by sealing the B
penetration openings with a tested naaterial having an equivalent fire resistive rating.
Fire stop installations shall be approved by ANI.
The stops shall be tested in accordance with ASTM E 119 and shall meet i
the requirements of 10 CFR 50, Appendix R, Sectioit III.M.
lI 7.2.3 Deleted 7.2.4 Floor drainage shall be provided and properly arranged to protect against water damage and/or communication of fire. Floor penetrations shall be curbed.
Removable plugs shall be provided where needed to I
prevent spread of fire d'Je to flammable / combustible liquids that may reach drains from spreading to another fire area.
7.2.5 An approved arrangement shall be provided to vent smoke and heat from fire from all levels of buildings, using either dedicated means, fixed or portable, or in combination with building features. Pr9 visions will be made to monitor cr sample smoke released from potentially radio-active areas.
7.3 EXIT FACILITIES REQUIREMENTS Exit facilities will conform to the Pennsylvania Code for Fire and Panic Regulations by Department of Labor and Ir.dustry and OSHA requirements.
8.0 SECURITY SYSTEM A security system will be provided and designed by GPU Services Corpora-tion in accordance with their existing program.
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