ML20211K302
| ML20211K302 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/18/1986 |
| From: | Swatta M ABB IMPELL CORP. (FORMERLY IMPELL CORP.) |
| To: | |
| Shared Package | |
| ML20211K089 | List:
|
| References | |
| PI-0210-053-001, PI-210-53-1, NUDOCS 8611170121 | |
| Download: ML20211K302 (540) | |
Text
{{#Wiki_filter:_ O L%P_ELLW D PROJECT INSTRUCTION q,.m. e. _. my .s e m u e e u . p a + n r. s c . at w a . + - C 4 n ndw.m g I:# Multi-Level Screening Criteria for Train C Conduit (Two Inch and Under) N
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INSTRUCTION NUMBER: PI-0210-053-001 Volume One Part I Page 1 of 38
- Part II Page 1 of 145 Texas Utilities Generating Company CUENT:
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O DESCRIPTION OF REVISIONS REVISION REMARKS 0 Original Issue 1 Revised Level 2 walkdown instructions, which has an impact on previous work. Added Part IV, rework option. All Level 2, type 6 supports qualified , under Rev. O must be reviewed to Rev. 1 instructions. 2 Added Type 5 supports; revised Level 3 screen, added Level 7 screen. Added Junction Box i screening criteria to Part I. Added Part III. l Revision 2 changes do not impact work perfomed
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O ( 3 Added Screen Level 4 for type 4a and Screen Level 5. Type 5 support details were increased to cover new configurations and the distance between adjacent anchor bolts was reduced. Screen Level 3 room classifications were revised. There is no impact on-previous revisions. Part IV was revised to include new documentation procedures, i 4 Added Parts V for junction box screening and rework. Type 6 criteria were revised to allow increased distance between anchor bolts, edge distance and minimum spacing requirements were relaxed. Streamlined forms and instructions were i included for Type 6 and Type 5 (for Type 5, the fom was revised). The impact of the streamlined foms on the previous walkdowns must be assessed i by the site personnel. Added Screen Level 2 for Type 7-S-0910 supports. O l 1
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l i l (]h 5 Added Parts VI and VII for junction boxes qualification and rework. Support Type 7-5-0910 l criteria (Part II) was revised (Support C-Sa with one plate). Added Screen Level 4 for Type 5 supports in Part III. Added bolt spacing and edge distance rec,uirements for Type 4 supports, Level 4 screening (Part III). Revised Part V to reflect linear interaction for Unistrut bolts. Incorporated PICN Nos.: 001, 004, 005, 006, 007, 008, 010, 011 . 012, 013. Revision 5 addad numerous other clarifications, all marked as such. Previous work must be reviewed to assess the impact, if any, of Rev. 5 revisions. O O k O
I I A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN C CONDUIT (Two Inch and Under) AT COMANCHE PEAK STEAM ELECTRIC STATION Part I--Methodology 1 Prepared for: Texas Utilities Generating Company P.O. Box 1002 S" " * " ' O Prepared by: . Impell Corporation 350 Lennon Lane l Walnut Creek, CA 94598 Revision 5 August 18, 1986 O
'C' CONDUIT !
A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN TITLE: (Two Inch and Under) Part I--Methodology ! NUMBER: PI-0210-053-001 REVISION: 5 PAGE 2 op - 38 TABLE OF CONTENTS VOLUME ONE Part I--Methodology Pa ge
1.0 INTRODUCTION
8 1.1 Background 8 1.2 Program Overview 9 2.0 OEJECTIVES 11 2.1 Systematic Review 11 2.2 Documentation and Traceability 11 2.3 Cost-effective Screening Procedure 12 3.0 WALXOOWN TEAM 12 4.0 CONDUIT SUPPORT SCREENING CRITERIA 13 4.1 Level 1--Lightly Loaded Supports 13 4.2 Level 2--Good Support Types
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13 4.3 Level 3--Supports and Conduit with no Interaction Potential 14 4.4 Level 4--Seismic Capacity Versus Seismic Demand Check 15 4.5 Level 5--Seismic Dynamic Analysis 15 4.6 Level 6--Impact Evaluation af Selected Safety-Related Components 15 4.7 Level 7--Safe Shutdown Systems Check 16 4.8 Level 8--Evaluation of Existing Seismic Restraint Cable ( Aircraft Cable) 16 5.0 CONDUIT SUPPORT REWORK OPTIONS 16 5.1 Rework Option 1--Structural Modification 16 5.2 Rework Option 2--Seismic Restraint Cable 16 5.3 Rework Option 3--Reroute Conduit 17 6.0 JUNCTION BOX SCREENING CRITERIA 17 6.1 Level 1--Lightly Loaded Junction Boxes 17 6.2 Level 2--Junction Box Supports with Significant Capacity 17 6.3 Level 3--Junction Box Supports and Conduit with No Interaction Potential 18 6.4 Level 4--Seismic Capacity Versus Seismic Demand Check for Junction Boxes Q 19
d IN tPuELL ) A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 3 op 38 TABLE OF CONTENTS (Continued) Part I--Methodology Page 6.5 Level 5--Seismic Dynamic Analysis of the Junction Box Support Assembly 19 7.0 JUNCTION B0X REWORK OPTIONS 19 7.1 Rework Option 1--Structural Modification 20 7.2 Rework Option 2--Seismic Restraint Cable 20 8.0 SCREENING PROCEDURE 20 8.1 Scope of Work and Walkdown Strategy 20 8.2 Documentation 21 8.3 Computerized Data Base 22 9.0 QUALITY ASSURANCE AND YERIFICATION 22 10.0 PROJECT INSTRUCTION CHANGE NOTICE 23 APPENDIX A Checking Procedures 24 APPENDIX B Guidelines for Identifying Train C Conduit and Safety-Related Items 28 APPENDIX C Preparation of Project Instruction Change Notices 31 REFERENCES , 35 i TABLES l FIGURES l l Part II--Conduit Supports Walkdown Instructions 1.0 LEVEL l--Lightly Loaded Supports (Walkdown Instructions) 3 l 2.0 LEVEL 2--Supports with Significant Capacity 5 2.1 Identify Level 2 Supports 6 2.2 Check Sway of F1exible Support 15 2.3 Tag Support 15 2.4 Documentation 15 O
IN tJ PELL ^r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 4 OF 38 TABLE OF CONTENTS (Continued) Page APPENDIX 2A Support Type 6-Walkdown Data Sumary Forms and 33 In structions Support Type 5-Walkdown Data Sunnary Foms and 69 Instructions Support Type 7-S-0910-Walkdown Data Sumary Foms 109 and Instructions 3.0 LEVEL 3--Supports and Conduit with no Interaction Potential 137 (Walkdown Instructions) APPENDIX 3A Seismic Category I Component Room Screening 145 Data Sheets VOLUME TWO Part III--Conduit Support Engineering Evaluation Procedures 4.0 LEVEL 4--Seismic Capacity Versus Seismic Demand Check 3 (Walkdown and Evaluation Instructions) 4.1 Identify Level 4 Supports 4 4.2 Tag Support 11 4.3 Documentation 11 5.0 LEVEL 5--Seismic System Analysis (Walkdown and 73 Evaluation Instructions) 5.1 Identify Level 5 Supports 74 5.2 Field Information 74 5.3 Office Engineering Evaluation 75 5.4 Tag Support 75 5.5 Documentation 75 O
IN wPELaL"r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 5 op 38 TABLE OF CONTENTS (Continued) Page 7.0 LEVEL 7--Safe Shutdown Systems Check (Walkdown and 76 Evaluation Instructions) 7.1 Identify Level 7 Supports 77 7.2 Field Infomation 77 7.3 Office Engineering Evaluation 77 7.4 Support Tagging 80 7.5 Documentation 80 APPENDIX III-A: Support Type 4a - Level 4 File 28 Organizations Forms APPENDIX III-B: Support Type 5 - Level 4 File 48 Organization Forms and Walkdown Instruction APPENDIX III-C: Level 4 Type 5 Support Allowables 72 O Part IV--Procedures for Support Rework Options INTRODUCTION 3 9.0 REWORK OPTION 1 - Structural Modification 3 9.1 Typical Support Modifications 3 , 9.2 Unique Support Modifications 4 l 9.3 Criteria 4 . 10.0 REWORK OPTION 2 -- Seismic Restraint Cable 8 t 11.0 REWORK OPTION 3 -- Reroute Conduit 8
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12.0 TRANSMITTAL OF SUPPORT REWORK OPTIONS 9 13.0 FIELD REVISIONS 9 14.0 AS BUILT VERIFICATION 9 15.0 FILE CLOSE OUT 10 O
IN<P_EL_L @ A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part I--Nethodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 6 op 38 TABLE OF CONTENTS (Continued) Pr.ge VOLUME THREE Part V--Junction Box Walkdown Instructions 16.0 LEVEL 1--LIGHTLY LOADED JUNCTION 80XES (WALKDOW INSTRUCTIONS) 3 17.0 LEVEL 2--JUNCTION BOXES WITH SIGNIFICANT CAPACITY (WALkDOWN 8 l INSTRUCTIONS) 18.0 LEVEL 3--JUNCTION BOXES AND CONDUIT WITH NO INTERACTION 12 POTENTIAL (WALKDOWN INSTRUCTIONS) APPENDIX V-A SCREENING LEVELS 1 & 2 FILE ORGANIZATION AND FORMS 27 APPENDIX V-8 Screening Level 2 for Cast Iron Boxes: FILE ORGANIZATION AND F07.MS 63 Part VI--Engineering Evaluation Procedures for Junctf on Soxes 19.0 LEVEL 4--SEISMIC DEMAND VERSUS SEISMIC CAPACIT/ 19.1 Identify Level 4 Junction Boxes 4 i 19.2 Tag Junction Box 5 19.3 Documentation 6 20.0 LEVEL 5--INDIVIDUAL SEISMIC DYNAMIC ANALYSIS OF THE JUNCTION BOX SUPPORT ASSEMBLY 19 20.1 Identify Level 5 Junction Boxes 20 20.2 Create Sketch of Junction Box Assembly 21 20.3 Tag Junction Box 22 20.4 Junction Box Analysis Crf teria 22 20.5 Documentation 23 O
IN P_ L ELL () , 1 A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE: (TWo Inch and Under) Part I--Methodology l O suueen: el-0210-Os3-00i nevision: s e as 7 0F 38 : TABLE OF CONTENTS (Continued) Pa ge APPENDIX VI-A SCREENING LEVEL 4 FILE ORGANIZATION AND FORMS 24 APPENDIX VI-B FILE ORGANIZATION AND FORMS FOR AS-BUILT SKETCHES AND SUPPORT MODIFICATION CONCEPTUALS FOR LEVEL 5 ANALYSES AND SUPPORT REWORK 6s Part VII--Procedures for Junction Box Rework Options 21.0 REWORK OPTION 1--STRUCTURAL MODIFICATION 3 21.1 Introduction 3 21.2 Scope 4 21.3 Design / Modification Criteria 4 22.0 REWORK OPTION 2--SEISMIC RESTRAINT CABLE 6 23.0 TRANSMITTAL OF SUPPORT REWORK OPTION FOR CONSTRUCTION 6 24.0 FIELD REVISIONS 6 25.0 AS-BUILT YERIFICATION 6 26.0 FILE CLOSE0VT 6 O
1 M P aE L L "r ! 4
'C' CONDUIT TITM. *A(Two MULTI-LEVEL Inch and SCREENING thder) Part I--Methodology CRITERIA FOR TRAIN O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 8 OF,38 i
1.0 INTRODUCTION
This procedure is presented in seven parts. Part I describes the l methodology used to perform the walkdowns, engineering evaluations, and I support rework options. It provides an overview of the entire Train C program. Parts II and Y are the walkdown instructions which provide instructions for the walkdown teams to screen acceptable supports and junction boxes by inspection. No engineering evaluations shall be ' performed for these items. Pa.rts III and VI present the procedures for perfonning engineering evaluations and calculations for supports and junction boxes which cannot be screened as acceptable by inspection. Part IV and Part VII give procedures for reworking or structurally modifying those supports and junction boxes which are not shown to be acceptable by procedures in Part II, Part III, Part V and Part VI.
1.1 Background
The Train C Conduit System at Comanche Peak Steam Electric Station j thit 1 is not safety-related* and does not have to remain functional (or operable) during an earthquake. However, the Train C Conduit System must not impede the operability of other components that are O safety-related and which must remain operable during and after an earthquake. , 1 The NRC Standard Review Plan (Ref.1) recomends three acceptable methots to address this issue. These methods are also described in the Comanche Peak Final Safety At:alysis Report (Ref. 2). ' These methods are: A. Ensure that safety-related items necessary for a safe shutdown condition of the plant are not impacted by falling non-safety-related items (e.g., Train C Conduit). -
- 8. Ensure that if a safety-related item necessary for a safe shutdown condition is impacted, it will not lose its operability.
C. Ensure that non-safety-related items maintain their structural integrity (e.g., Train C Conduit is evaluated for structural integrity in a manner similar to safety-related items).
- Parts II and III of this procedure give guidelines for distinguishing non-safety-related conduit from safety-related conduit.
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k b_ $ [r l TITLE.* A(Two MULTI-LEVEL SCREENING Inch and thder) Part I- Nethodology CRITERIA FOR TRAIN 'C' CONDUIT ' NUMBER- PI-0210-053-001 REVISION: 5 PACE 9 OF 38 { 1 Texas Utilities Generating Company (TUGCO) has previously addressed this issue for Train C Conduit which has conduit diameters larger than or equal to 2-1/2 inches. Unless otherwise stated, this walkdown procedure refers only to Train C conduit with diameter i 2 inches and under. ; Conduit less than or equal to 2 inches in diameter was assumed to be adequate based on industry practice and engineering judgement. : Therefore, no engineering evaluations were perfonned for conduit less than or equal to 2 inches in diameter. The TUGC0 Technical Review Team questioned this assumption since there are some instances where many Train C Conduits are supported by one support which may have marginal capacity relative to the seismic loads induced by many conduits. A sampling study was undertaken to calculate the ratio of seismic capacity to seismic load for 2413 conduit supports (about 4 percent of all Train C supports in Unit 1 and cousnon areas). Results showed that there was (about) a 1.8 percent failure rate of the supports in the sample. Reference 8 gives results of these studies. O i .2 Pro r- *erview The program to address the non-safety-related Train C Conduit is a l multi-level screening criteria based upon NRC acceptance methods ( A, l B, and C as described above). The purpose of a multi-level screening criteria is to demonstrate adequacy of the Train C Conduit system in the most expedient manner. Within the multi-level criteria exist two basic methods for the review and acceptance of the conduit system: 1) Lower screening levels qualify the Train C Conduit system by field inspection, and 2) Upper screening levels require rigorous engineering evaluations to qualify the conduit system. The philosophy behind the multi-level screening criteria is to show that Train C Conduit supports have adequate capacity to sufficiently support the conduit attached to them. This methodology facilitates the lower screening levels, as capacities for standard support configurations may easily be verified through field inspection. If this methodology fails, more ' rigorous engineering evaluations may be performed in an attempt to qualify the conduit system. This procedure is further divided to distinguish the screening criteria to be used for two different conduit supporting mechanisms: 1) Conduit supports and 2) Junction boxes. , O l l
Mar CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C'
* (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 10 OF 38 I
Eighi screening levels shall be used for conduit supports as shown i n Fi gure 1. Five screening levels shall be used to verify the adequacy of junction boxes as shown in Figure 2. Levels 1, 2, and 3 i for both conduit supports and junction boxes do not require i engineering evaluations; whereas, Levels 4 through 8 for conduit supports and Levels 4 and 5 for junction boxes do require some engineering evaluation. Levels 1, 2, and 3 identify supports and junction boxes which i
; (a) are lightly loaded, (b) have significant capacity, or (c) would not interact with safety-related components should they fail. These levels ' screen out' supports and junction boxes from the entire population based on inspection and do not require further engineering evaluations.
Levels 4 through 8, for conduit supports, require engineering evaluation. The evaluation may entail a simple measurement and estimate of mass for an energy calculation, or it may entail a rigorous computer analysis. Simple hand calculations can be performed in the field, but rigorous evaluations must be perfomed in the (field) office. If a support fails all of the screening criteria, three rework i options are available: (1) structurally modify the support, (2) add
- a seismic restraint cable (aircraft cable), or (3) reroute the conduit. If the rework options are more cost-effective compared to Levels 4 through 8 screens, rework may be done imediately before considering Levels 4 through 8. Also, schedule constraints may have i a bearing on when rework options are considered.
Levels 4 and 5 for junction boxes also require engineering evaluations. The evaluation may entail a simple calculation of the
. weight of attached conduit, or it may entail a specific, rigorous evaluation for a given box size and mounting configuration.
If a junction box assembly fails all of the screening criteria, two rework options are available: 1) add a seismic restraint (aircraft cable), or 2) structurally modify the assembly. Again, cost constraints and time constraints may have a bearing on when rework options are considered. Criteria for support screening levels are presented in Section 4.0, and criteria for junction box screening levels are presented in Section 6.0. O
I LP t LJL *r TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 11 OF 38 1 i
l 2.0 Olk1ECTIVES Three objectives must be met for a successful implementation and ' completion of this program. They are: Systematic and thorough review of all supports and junction boxes. Well documented work that is traceable. Cost-effective screening procedure. l 2.1 Systematic Review All Train C supports and junction boxes must be reviewed. In some congested areas of the plant, there are numerous Train C supports. None has an as-built or as-designed support sketch. Therefore, the walkdown team must exercise care in implementing the walkdown procedure to ensure that all supports and junction boxes are reviewed and that all are properly documented. Tagging , documentation, and walkdown verification procedures are described in this walkdown procedure to ensure that this objective is met. There O is some fiexibiiity ia the waikoowa procedure to aer f t waikoowa personnel to perform their work in a timely manner. For example, if a conduit support can be qualified by inspection (i.e. Screening Level 1, 2, or 3) but an inordinate level of effort would be required to get to and tag the support, a photo of the support, properly documented, or documentation of the supports coordinates ~ will be acceptable. - 2.2 Documentation and Traceability It is important that the logic employed by the walkdown team and their results be traceable and reproducible. To meet this objective, two types of documentation will be developed. First, there will be walkdown files for Level 1, 2, and 3 supports and junction boxes for each room of the plant. These files shall contain limited information including support counts, tag numbers, and screen level used for qualification. For Level 3 Screens, it will also include a list of targets and the dimensional data used to demonstrate no interaction. There will be walkdown/ evaluation files of the evaluation sheets for Level 4 through 8 supports and Level 4 and 5 junction boxes. Junction boxes documentation shall correlate the assigned tag number to the unique junction box identification numbe r. O
IMPaELL *r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 12 OF 38 Second, there will be data bases documenting the status and results of the walkdown effort. Three separate data bases shall be developed: one data base for Screening Levels 1 through 3, a second for Screening Levels 4 through 8, and a third to track job productivity. Each data base has the flexibility to be sorted by plant areas, support type, or screening level. For supports and junction boxes screened by Levels 1, 2, and 3, a count will be maintained in the data base. For supports and junction boxes screened by Levels 4 through 8, support I.D., qualification status, and screening level employed are retrievable from the computerized data base. The data bases shall be cross-referenced with the walkdown/ evaluation files which document qualification of that support. 2.3 Cost-effective Screening Procedure For a successful program, conduit supports and junction boxes should be screened by the most cost-effective method. Where possible, supports and junction boxes should be justified as acceptable using inspection rather than a detailed engineering evaluation. (However, where necessary, detailed engineer!ng evaluations shall be l Q perfomed. ) The multi-level screening process is intended to meet this i objective. Screening Levels 1, 2, and 3 for both conduit supports and junction boxes can be performed quickly and require implementing ( straightforward criteria which do not require engineering evaluations. Every effort should be made by the walkdown team to ensure that engineering evaluations (Levels 4 through 8 for conduit supports and Levels 4 and 5 for junction boxes) are not perfomed for supports and boxes that can be classified as acceptable by inspection (Levels 1, 2, and 3). 3.0 WALKDOWN TEAM AND PRCUECT ORGANIZATION b The walkdown group will consist of several walkdown teams, a minimum of I two members per team. For Screening Leve!s 3 through 8, each team will have two degreed engineers as a minimum. Additional engineers or d.
- technicians may be added to the teams as needed. One member will be the team leader and will be responsible for all work perfomed. Several teams will be designated to perform Screening Levels 1, 2, and 3. These Screening Levels will not require engineering evaluations. Supports shall be screened as acceptable based on inspection only. Other teams will be designated to perfom Screening Levels 4 through 8 which require O
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e c> y kg o W 1 TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I- Nethodology O NuueER: pI-02iO-053-00i
, REVISION:
5 PAGE 13 OF 38 engineering evaluations. These Screening Levels can be performed in the field or field office depending upon the level of difficulty of the evaluation. Information for these evaluations will be obtained by the field walkdown teams. Additional teams shall be designated to document support rework options. These teams shall be used on an as-needed basis. A su rvisor shall be res onsible for coordinating the efforts of the teams. He a so will be responsib e for maintaining the walkdown files and a data base for the walkdown effort. dl , 1 Figure 3 shows the organization chart for the field and home office work. 4.0 CONDUIT SUPPORT SCREENING CRITERIA The criteria for each screening level are described, and guidelines for implementing the program are provided. Eight generic support categories have been identified and are schematically shown in Figure 4. These eight categories (or support types) are referenced in descriptions of the screening levels below. 4.1 LEVEL 1--Lightly Loaded Supports l Q This screening level will not be implemented in the current Train C qualification program b 4.2 LEVEL 2--Good Support Types Level 2 Supports are those supports which have been qualified for the seismic and gravity loads which may be experienced by Train C conduit supports at Comanche Peak and for which a specific set of A acceptance criteria has been developed. (References 5, 16, 20, 21) I.h They are therefore called " good" support types. These good support types can be identified as acceptable by inspection as long as the acceptance criteria are met. The support types which can be screened as acceptable based on inspection are: h Description 5 Finger clamp or J clamp 6 Two-hole and one-hole Clamps with Unistrut Header 7-S-0910 S-0910 Supports Similar to Type 6 Supports O
I M P _E L W TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUlT
' (Two Inch and Under) Part I--Nethodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 14 OF.38 Part II provides the walkdown sunniary foms and instructions that the walkdown team must complete when qualifying supports by this screening level .
Upon completion of the walkdown, a preliminary and a final status of the completed Walkdown Sunniary Foms will be recorded. Preliminary status of the com as Revision 0,1,pleted Walkdown 2, etc. Final statusData Summary of the Forms completed shall be shown Walkdown Data Sununary Forms shall be shown as Revision F0, F1, F2, etc. 4.3 LEVEL 3--Supports and Conduit with no Interaction Potential Level 3 Supports are those supports which would not impact safety-related components if they were to fail during a Safe Shutdown Earthquake. If no safety-related equipment is in the vicinity of a conduit support, a failed support and accompanying conduit would not impact a safety-related component. Therefore, such supports can _be screened as acceptable by inspection. i If a support is postulated to fail, safety-related components in the n U vicinity of the support and the conduit span must be checked for potential impact. Dimensions for profiles of influence defining potential interactions between Train C conduit and safety-related
- equipment and components are given in Part II.
All supports which are in rooms or areas which do not contain safety-related equipment can be screened out of the population as acceptable by inspection. For this case, Screen Level 3 is the most cost-effective screening level. Although some of these supports would also be in Levels 1 and 2, it is not necessary to note that they are in Level 1 or 2. l For areas which hue a limited number of safety-related components, it would be advisable to identify the targets (safety-related components) and the supports which would potentially interact with the targets. Supports which have no potential interactions do not have to be reviewed. However, identification of all safety-related components in the area must be clearly documented and verified. Information given in the Damage Study (Ref.11) should be consulted to verify safety-related items. Justification for tnis screening level is given in Reference 1, and Part II gives walkdown instructions to implement the Level 3 screen. O
I M P aE L L
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TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 15 OF 38 4.4 LEVEL 4--Seismic Capacity versus Seismic Demand Check Level 4 Supports are those which are generic and can be qualified by comparing the seismic loads (seismic demand) with a predetermined seismic capacity or by checking that certain allowables are met for each component of the support. Tables of support capacities are provided in Part III for generic support types. The tables provide support dimensions and allowable loads (or seismic capacities) for a variety of generic support types. The seismic demand (or loads) shall be estimated by the equivalent static force method. Reference 3 provides guidance for performing such calculations. Tables given in Part III provide support capacities for the following generic support types: Support Type Description 4a Trapeze Supports Attached to Ceiling or Underside of Beams O 5 Finger Clamps or J-Clamps which do not A meet the Level 2 screening criteria 6._\ Part III gives detailed walkdown and evaluation instructions to implement Level 4. 4.5 LEVEL 5--Seismic Dynamic Analysis Level 5 Supports are those supports which require some level of dynamic analysis and evaluation to qualify them for seismic loads. A dynamic response spectrum analysis or an equivalent static force analysis shall be perfomed to obtain the seismic demand. Guidelines for perfoming the Screen Level 5 analysis are provided in Reference 3. 4.6 LEVEL 6--Impact Evaluation of Selected Safety-Related Components The Level 6 screening criteria is described in detail in Reference 24 b O 1
ame y% %r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 16 OF 38 4.7 LEVEL 7--Safe Shutdown Systems Check Level 7 Supports are those supports that have attached conduit which could impact Category I item during a Safe Shutdown Earthquake; however, the Category I conponent may not be necessary for safe shutdown of the plant. A systems analysis must be performed to justify that the Category I component is not needed for a safe shutdown. The safe shutdown analysis should be performed by Nuclear Systems Engineering of Texas Utilities Generating Company.
Part III gives walkdown and evaluation instructions to implement Level 7. 4.8 LEVEL 8--Evaluation of Existing Seismic Restraint Cable (Af rcraft Cable) to be provided in a future revision 5.0 CONDUIT SUPPORT REWORK OPTIONS O 5i atwoax oa'to" i--str#ctur i "adc t'a" Structural modifications may be performed to improve the structural integrity of supports which may fail during a safe shutdown earthquake. Where possible, standard structural " fixes" shall be used. Unique support designs which are time consuming should I;e avoided. Part IV gives procedures for structurally modifying supports and for implementing Rework Option 1. 5.2 REWORK OPTION 2--Seismic Restraint Cable Aircraft cable may be installed for two inch diameter (and less than two inch diameter) conduit. The cable ensures that the conduit does not fall or impact Category I items. Procedures used to install seismic restraint cable for conduit of two and one-half inch diameter (and larger) shall be used (Refs.12-14). Part IV gives procedures for implementing Rework Option 2. O
I M P aE L L "r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I- Nethodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 17 OF 38 5.3 REWORK OPTION 3--Reroute Conduit If cost-effective, conduit may be rerouted and supported by new ; " engineered" suppcrts.
Part IV gives procedures for implementing this Rework Option 3. ' 6.0 JUNCTION BOX SCREENING CRITERIA Capacities have been developed for the connon junction box support types j shown schematically in Figure 5 (see Ref. [17] and Ref. [18]). This section presents a description of screening levels to be used in qualifying junction boxes. . Justification for Screening Levels 1, 2, and 4 is provided in References 17 and 18. Part V of this document gives walkdown instructions to t implement this screening criteria. l 6.1 Level 1--Lightly Loaded Junction Boxes 1 i O Level 1 Junction Boxes are those boxes which are lightly loaded and l may be easily identified as acceptable with minimal field inspection. All Train C junction box supports shown in Figure 5 with a cumulative tributary conduit weight of 21 pounds or less are in this category. They can be screened-out of the population as p: acceptable supports by inspection. No engineering evaluation is needed. Part V gives walkdown instructions for implementing the Level 1 screen. 6.2 Level 2 d 6.2.1 Junction Box Supports with Significant Capacity Level 2 Junction Box supports are those box supports shown to have significant capacity relative to seismic and gravity loads which may be experienced by Train C junction box supports at Comanche Peak. Support types J3 through J8 (as shown in Figure 5) are in this category and can be identified as acceptable with minimal inspection. A cumulative g-tributary conduit weight of 74 pounds or less is acceptable for these support types. They may be screened- out of the population as acceptable supports by inspection. No engineering evaluation is needed. Part V gives walkdown instructions for implementing the Level 2 screen.
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TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT ; (Two Inch and Under) Part I- Nethodology NUMBER- PI-0210-053-001 REVISION: 5 PAGE 18 OF 38 6.2.2 Cast Iron Boxes Cast Iron (CI) boxes with two Hilti-Kwik bolts can be screened using Level 2 criteria (Ref. 23). Only CI boxes to which Train C Conduit 1" in diameter and less is attached are covered by this criteria. If the conduit attached to the CI box satisfies specified span requirements, the box may be screened out of the population as acceptable by inspection. No engineering evaluation is required. Part V gives walkdown instructions for implementing the Level 2 screen for CI boxes. 6.3 Level 3--Junction Box Supports and Conduit with No Interaction Potential Level 3 Junction Boxes are those boxes which would not impact safety-related components if they were to fail during a Safe Shutdown Earthquake. If no safety-related equipment is in the vicinity of a junction box, a failed box, supports, and accompanying , conduit would not impact a safety-related component. Therefore, such boxes can be screened as acceptable by inspection. O tr box support is postui t a to r ii. sar ts-rei ted componeats ia the vicinity of the box and the conduit span must be checked for potential impact. Dimensions for profiles of influence defining potential interactions between Train C conduit and safety-related equipment and components are given in Part II. All junction boxes which are in rooms or areas which do not contain safety-related equipment can be screened out of the population as acceptable by inspection. For this case, Screen Level 3 is the most cost-effective screening level. Although some of these junction boxes may also be in Levels 1 and 2, it is not necessary to note that they are in Level 1 or 2. For areas which have a limited number of safety-related components, it would be advisable to identify the targets (safety-related components) and the junction boxes which would potentially interact with the targets. Junction boxes which have no potential interactions would not have to be reviewed. However, identification of all safety-related components in the area must be clearly documented and verified. Information given in the Damage Study (Ref.11) should be consulted to verify safety-related items. Justification for this screening level is given in Reference 1, and Parts II and V collectively provide walkdown instructions to implement Level 3 screens for conduit supports and junction boxes. O l
I M P aE L L d ) l TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 19 OF 38 6.4 Level 4--Seismic Capacity Versus Seismic Demand Check for Junction Boxes Level 4 Junction Boxes are boxes (identified in Figure 5) which do not meet the capacity requirements of Levels 1 or 2 nor the interaction requirements of Level 3. Level 4 boxes can be identified as acceptable with minimal field computations.
Qualification of Level A boxes requires computation of the weight imparted on the junction box by the attached conduit and a comparison of that weight to the capacity for the particular box type and size addressed. This computation shall be noted on the accompanying Level 4 Worksheet (to be provided in Part VI). Junction boxes meeting the requirements of a Level 4 screen may be tagged as acceptable by inspection and effectively " screened-out" of the population. No additional evaluation is required. Justification for this screening level is provided in References 17 and 18. Part VI of this document gives particular walkdown instructions for implementing this screening level. 6.5 Level 5--Seismic Dynamic Analysis of the Junction Box Support O Assembly Level 5 Junction Box Supports are those supports which do not meet the requirements of screening levels 1 through 4. Level 5 Junction Box supports require some level of dynamic analysis and evaluation to qualify them for seismic _ loads. An equivalent static force analysis may be performed to obtain the seismic demand for the box, which may then be compared to the seismic capacity for qualification. Guidelines for performing the analysis are provided in References 3, 17,18, and 19. g Part VI of this document gives walkdown instructions for gathering field information necessary for performing the Level 5 evaluation. 7.0 JUNCTION BOX REWORK OPTIONS Junction boxes that do not satisfy the requirements of Screening Levels 1 through 5 will require modification or the provision of some means of restraint to protect safety-related components. There will be two options considered for the resolution of disqualified junction boxes:
- 1) Structural modification or 2) Seismic Restraint Cable.
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IN tJ PELL"r TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 20 OF. 38 7.1 Rework Option 1 -- Structural Modification Structural modifications may be performed to improve the structural integrity of junction box supports. Where possible, modifications should be done in an effort to maintain the original junction box location. Any change in junction box location must be accompanied by a change in the length of the attached conduit and should be avoided.
Modifications for wall or ceiling mounted junction boxes will typically involve the addition of structural angle sections. The structural angle may be anchored to the wall or ceiling with expansion anchors and bolted to the junction box. Modifications for suspended junction boxes will typically involve the addition of structural braces using Unistrut members. Part VII gives procedures for structurally modifying junction boxes and for implementing Rework Option 1. l g 7.2 Rework Option 2 -- Seismic Restraint Cable Aircraft cable may be installed as a seismic restraint for junction boxes postulated to fail and which cannot easily be modified. The cable ensures that the junction box does not fall on and/or impact Category I items. Procedures used to install seismic restraint cable for junction boxes shall be in accordance with Reference 22. Part VII gives procedures for implementing Rework Option 2. 8.0 SCREENING PROCEDURE 8.1 Scope of Work and Walkdown Strategy The walkdown of Train C Conduit shall be perfonned for all Unit 1 and 2 Buildings and all ccanon areas. The buildings are:
- Unit 1 & 2 Reactor Building Unit 1 & 2 Safeguards Building Unit 1 & 2 Fuel Handling Building
- Unit 1 & 2 Electrical and Auxiliary Building Connon Areas O
tLL @ IMfcmmo TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT ; (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 21 OF 38
- A walkdown team shall be assigned to each building. Each team shall l walk through the building in a systematic manner: One elevation at
- a time and room-by-room.
An action plan shall be developed by each team leader and supervisor, and the plan shall be tied into a milestone schedule. The progress of each team shall be monitored by the team leader. An updated milestone schedule shall monitor progress and shall be given to the supervisor on a weekly basis. General Arrangement drawings shall be used to develop an action plan. The team leader shall be responsible for the following: (a Developing Action Plan (b) Developing Milestone Schedule (c) Maintaining Tracking of Progress (d) Maintaining Calculation File for Level 4 through 8 Supports and Level 4 and 5 Junction Boxes (e) Providing Input for the Database j (f) Developing and Implementing Design Change packages (a design change " traveler") when any Rework Option i 3 used. 8.2 Documentation All Train 'C' Conduit supports and junction boxes shall be tagged. l Supports and junction boxes which are qualified and those which are not qualified by Screening Levels 1, 2, and 3 shall have unique tag numbers. (Except supports and boxes located in rooms with no safety-related components. These items shall be qualified by a Level 3 screen but they shall not be tagged.) Different tag types shall be used for the qualified and non-qualified items. Tag numbers shall be traceable to particular rooms and shall be noted in the walkdown files. Supports qualified by Screening Levels 4 through 8 and junction boxes qualified by Screening Levels 4 and 5 shall have unique tag numbers which can be cross-referenced to a calculation package. The intent of tagging supports and junction boxes which are not qualified by screen level 1, 2, and 3 is for tracking purposes and for identifying supports which can be qualified by other screen level s. An NQ tag does not imply acceptance of the evaluated item nor does it imply that the support cannot be qualified by other level screens. The NQ tag simply means that the support does not meet a Level 1, 2, or 3 screening criteria. The documentation b Oi
IN(VtLL.U -ro TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 22 OF 38 required on the checklist for nonqualified items shall include a unique NQ number. The documentation may also include line number, approximate reference location, and NQ condition. g All rooms shall have walkdown files which include the tag numbers of supports and junction boxes qualified by Screening Levels 1, 2, and 3 contained therein. All Level 4 through 8 supports and Level 4 and 5 junction boxes, as well as all rework options, must have documentation packages. An engineer or technician shall originate, and another engineer shall check the calculations. 8.3 Computerized Data Base Three data bases shall be maintained to record the status and results of the walkdown effort. The first data base shall include a count for Level 1, 2 and 3 supports and junction boxes as described in Section 2.2. This data base shall include one record per room. (See Table 1). The second data base shall record the status of O 'evei 4 tarausa 8 s#PParts aad 'evei 4 aad 5 3"act$aa boxes. as i1 as any Rework Option, as described in Section 2.2. (See Table 2.) This data base shall include one record for each support qualified by Level 4 through 8 or Rework Options 1, 2, or 3. Similarly, there shall be one record for each junction box qualified by Level 4 or 5 or Rework Options 1 and 2. . A third data base shall record the status of work completed on a room-by-room basis. (See Table 3. ) This data base shall be used to monitor productivity. 9.0 QUALITY ASSURANCE AND VERIFICATION This is a nuclear safety-related job and therefore all work shall be performed in accordance with Impell's Quality Assurance Program (Ref. ! 15). Two Quality Assurance (QA) files shall be maintained. One file shall.be for field-related work (Job No. 0210-053), and the other shall be for home-office-related work (Job No. 0210-052) done to support the field work. All calculations and computer runs (if required) shall be logged into the QA file. At the close of the job, all engineering evaluations shall be microfilmed in accordance with Impell QA and client requirements. Also, all computer files shall be written to tapes and records of tape names logged into the QA file. O l l
~~ ~~ - -
W ePELL n "r TITLE *, A MULTI-LEVEL SC1EENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 23 OF 38 The checking criteria is described in Appendix A to Part I. Furthemore, proof of checking beyond initialing the calculation page shall be noted. This can be done by leaving the checker's corrections and editorial comments on the original calculations and not having the originator rewrite the calculations incorporating the checker's coments.
- 10. PROJECT INSTRUCTION CHANGE NOTICE Changes on an interim basis to the latest revision of the project instructions shall be perfonned through Project Instruction Change Notices. They pemit the imediate implementation of the changes to instructions until such time as the instruction can be revised. The procedure for preparing a Project Instruction Change Notice is described in Apppendix C.
O 1
- Oi
UV(gQ Q TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
' (Two Inch and Under) Part I--Methodology l O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 24 OF 38 APPENDIX A CHECKING PROCEDURES OBJECTIVE This Appendix defines the checking process used in safety-related work performed and general guidelines for checking, documentation of checking, and resolution of checker's consnents. It is consistent with requirements of Depell's Quality Assurance Manual . This procedure may be supplemented or amended as required for specific project use as long as the resulting checking procedure remains consistent with Impe11's Quality Assurance Manual. The specific tasks or analyses that warrant additional checking criteria must be clearly addressed in the Project Instructions for the subject task. The instructions must be specific about each calculation (or type of calculation) to be produced. A detailed checklist addressing the contents of the walkdown tasks and/or calculation and incorporating all significant assumptions should be included. ~
RESPONSIBILITIES A. SECTION MANAGER The Section Manager is responsible for ensuring that the checking met' hods used are in accordance with Impell's QA requirements. ( The Section Manager shall approve all office originated engineering calculations. B. PROJECT ENGINEER The Project Engineer is responsible for ensuring that this procedure is implemented and for directing the checking process, providing guidelines for checking, designating independent checkers, verifying the adequacy of the individual checks perfonned, and assuring that the design review required by this procedure is complete. On a project basis, the Project Engineer shall identify any project-s >ecific guidelines to be used and shall include or reference them, along w th this procedure, as part of the Project Instructions. The Project Engineer shall have all checking procedures included in the technical design reviews. The Project Engineer shall approve all field walkdown files and field originated engineering evaluations / calculations. l O l l
I"PELL RJ *r
'C' CONDUIT TITLE *. (Two A MULTI-LEVEL Inch and Under) SCREENING CRITERIA FOR TRAIN Part I--Methodology
, NUMBER: PI-0210-053-001 REVISION: 5 PAGE 25 OF 38 Additionally, the Project Engineer shall review the checking process and discuss checking criteria as part of the project training.
C. DESIGN REVIEWER The design reviewer shall ensure that the established checking procedures are adequate to assure that the work is properly performed and verified. D. ENGINEER (ORIGINATOR) The originating Engineer is' responsible for producing accurate and fully verifiable results for the task assigned. The originator is additionally responsible for resolving the checker's comments, as appropriate. E. CHECKER The designated checker is responsible for performing and documenting his check in accordance with the requirements of this procedure, project-specific guidelines and" criteria, and Impell's QA manual. F. JOINT RESPONSIBILITIES It should be noted that the responsibility for the correctness of any item is shared by the originator and the checker. Their signatures on an item indicate that they both agree that the item is correct. Once an item has been checked and approved, it should not be altered without issuing a revision of the item. GENERAL CHECKING CRITERIA The purpose of an engineering check is to provide assurance that a task is i performed and documented thoroughly and that the results are correct and reasonable. Checking requires more than simply verifying numbers on a page (e.g., the correctness of a detailed calculation). It includes review of the purpose, theoretical methods, and assumptions used in the item being checked. The check also covers the use of correct design input information and references along with complete, clear, and traceable documentation. Engineers who are assigned technical tasks are directed to use approved technical procedures or Project Instructions, which shall include or reference these as well as any project-specific checking criteria. These criteria are sufficiently detailed to direct the checker to review those elements of the work that will lead to a safe design. O.
M_ ame w
'C' TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN CONDUIT I
(Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 26 OF .38 A guideline for checking criteria is given below. This list serves as a I guideline for the thought process of the checker while the item is reviewed. The originator should also review this criteria list to ensure that an i analysis item is complete and ready to be checked. The originator's review i will streamline the checking process and minimize the overall effort required 1 to produce a quality analysis. Note that there are no short cuts in checking. The checking process is an integral part of producing a high-quality product. Impell is contractually , comitted to its clients to provide this quality. GUIDELINES AND INSTRUCTIONS FOR CHECKING A. Independent engineering checking is performed at the task level by technically competent checkers who are familiar with the appropriate project instructions. For checking the correctness of Level 1, 2 and 3 Screens, an engineer or technician on the walkdown team can check an engineer's (the originator's) work. For checking engineering calcula-tions performed for Level 4 through 8 Screens, an engineer must check work performed by the originating engineer. A technician cannot originate or check Level 4 through 8 Screens. Also, for Level 4 through O 8 Screens, checkers should not have participated in the specific work effort or distinct operation to be checked.
- 8. The originator and checker of a task, such as a calculation or a drawing, should be designated by the Lead Engineer. The originator is responsible for producing accurate and fully verifiable results for the task assigned and for resolving the checker's coments, as appropriate. The checker is responsible for perfoming and documenting his check in accordance with the established Project Instruction on checking.
C. The checker shall trace the impact of any identified errors or discrepan-cies throughout the calculation, drawing, or other items checked. Once resolved with the originator, it is not necessary to record the identi-fied error or discrepancies on a separate sheet. The original calcula-tion, drawing, or other items checked should be corrected prior to signing " checked." O. When checklists and prepartd data forms are used, no item should be left blank. If a particular item is not applicable, an N/A should be entered in that space. E. In cases where the originator and the checker cannot resolve coments, the Project Engineer shall resolve any outstanding items. O
H V(rgg qyr TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 27 OF 38 F. Alternate calculations may be used to verify the item or items to be checked (e.g., to verify the calculation written on an HP computer /
calculator). Alternate calculations used for checking shall be included as part of the calculation package. The checker shall sign and date the alternate calculation in the "by space provided, and shall sign and date the checked calculation sheets in the " checked" space. The check space on alternate calculations should be marked N/A. G. If any identified errors or discrepancies have a potentially generic impact on the project, it is the responsibility of the checker to inform the Project Engineer. It is the responsibility of the Project Engineer to review and resolve these findings. O O
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UV{fg Q QF TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
~ (Two Inch and Under) Part I--Methodology l
O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 28 OF 38 APPENDIX B GUIDELINES FOR IDENTIFYING TRAIN C CONDUIT AND SAFETY-RELATED ITEMS It is necessary to identify which conduits are safety-related and which are not during the walkdown. Also, it may be necessary to identify safety-related equipment and components. Guidelines are provided below to assist the walkdown technician and engineer in identifying safety-related items. Assistance in identifying what is and is not safety-related can be clarified by the Damage Study Group if needed. Condui t. Train A and Train B are safety-related conduits. Trai n A is designated by an orange colored band, and Train B is designated by a green colored band on the conduit. Other safety-related conduits have yellow, blue, red, or white colored bands. Non-safety-related conduit, which will be addressed in this study, do not have a colored band.
; Electrical conduits have a unique numbering system. All conduit numbers 1 are prefixed by a letter "C" to indicate conduit. The second digit of the number is a "0", "1", or "2" indicating connon area, Unit 1, or Unit O 2. The third digit is a "1" throu gh "6" indicating a system function.
The fourth field is a letter "0", G" , " R" , "W" , "B " , " Y ", o r " K" . "K" The represent the colors orange, green, red, white, blue, and yellow. yis not associated with a color but represents non-safety-related (Train C) conduit. Possible combinations of the first four digits are given below. C 0 1 0 j_un_f 3 ue_ identifier) 1 2 G 2 3 R 4 W 5 B 6 Y K O i
IMPE14@ i TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Ir.ch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 29 OF 38 Non-safety-related Train C conduit (raceway function K) are used for heat tracing, fire detection (FD) and protection (FP), cathodic protection system, security (MS) and connunication syscess (PA), and lighting systems (58). The table below lists the three trains (A, B, and C) and the four NSSS channels (I, II, III, and IV) and gives the safety class and possible raceway functions (digits 3 and 4 in conduit number as given above). TRAIN OR DIGIT 3 and 4 CHANNEL CLASS RACEWAY FUNCTION Train "A" "1 E " 10, 20, 30, 40 "1E Associated" Train "B" "1 E " 1G, 2G, 3G, 4G "1E Associated" Train "C" Non "1E" 1K, 2K, 34, 4K, SK, 6K Channel I "1E" 4R and SR l Channel II "1 E " 4W and SW ' Channel III "lE" 48 and 58 Channel IV "1 E " 4Y and SY l Electrical Equipment. All electrical equipment have conduit routed to them. Safety-related electrical equipment have safety-related conduit routed to them; therefore, safety-related electrical equipment can be identified by conduit with a colored band. Mechanical Equipment. Most mechanical equipment have pipe routed to them and may have structural seismic supports. (HVAC ducts are considered mechanical equipment here and have structural seismic supports.) Safety-related pipe or ducts can be identified by the pipe duct hangers which must be structural seismic supports. A seismic support has a twelve-field tag number. The second to the last field is either a 1, 2, or 3 for Class 1, 2, or 3 pipe. The last field is an R or S for rigid or spring support. O
VtLL 49 llVI Lanrcuro. TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 30 OF 38 Instrument Tubing
- Safety-related instrument tubing are color coded by tape banding or other distinctive manner as designated below. Train and/or channel designation is shown in the " Instrument Installation Details."
Exposed safety-related instrument impulse tubing shall be marked at intervals not exceeding 10 feet and at points of entry to and exit from enclosed areas. 1he colors for identification marking are as follows: Train A Orange Train B Green Channel I Red Channel II White Channel III Blue Channel IV Yellow Non-safety-related tubing, including all air supply and pneumatic control lines, are not color coded.
- Reference Gibb: A Hill, Inc., Specification 2323-MS-625, Rev. 3, March 19,1980, pg. 30.
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Mur
'C' CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
' (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 31 OF 38 APPENDIX C PREPARATION OF PR(UECT INSTRUCTION CHANGE NOTICES 1.0 PURPOSE To establish the procedure for the preparation and distribution of Projection Instruction Change Notices.
2.0 SCOPE This instruction applies to all Project Instruction Change Notices prepared for use by Train C Conduit Support personnel. 3.0 GENERAL Project Instruction Change Notices are prepared in order to expedite the distribution of information on an interim basis. They permit the immediate implementation of changes to instructions until such time as I the original instruction can be revised. 4.0 PROCEDURE l l 4.1 Project Instruction Change Notices are prepared by Impell personnel and must be approved by the Project Engineer. 4.2 The Change Notices are to be prepared on PICN FORMS (Attachments A and B) obtainable from the Project Engineer or his designee. After the Change Notice has been prepared, the evaluated for imoact on previous work, it will be assigned a number. The Project Engineer shall sign and date his approval. It is the responsibility of the Project Engineer to inform the home office engineering staff about new PICN's. Distribution of the Notice shall be the responsibility - of the Section Manager in accordance with the Project Interface Instructions. 4.3 A design review shall be performed prior to implementing the Project Instruction Change Notice if required. The Project Engineer shall decide when such design reviews are required. 4.4 Notices related to a specific instruction (i.e., the information will be incorporated into the instruction when next revised) shall be placed in front of the existing instruction located in the Project QA File. . O l l
lMQ_f amn 1r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
* (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 32 OF 38 4.5 Once the infonnation included in the Notice is incorporated into the Instruction revision, the Notice shall be superceded and filed along with the previous Instruction.
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TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and thder) Part I--Methodology i O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 33 OF 38 P! REV IMPELL() CORPORATION PICN PROJECT INSTRUCTION CMAteGE se0TICE
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IN P_ t ELL n n*r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 34 OF 38
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L LPELLw" TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (TWo Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 35 OF 38 PART I REFERENCES
- 1. Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants, NUREG-0800, Rev.1. US Nuclear Regulatory cannisston, wasnington D.C., July 1981, (Section 3.7.2, Seismic System Analysis, p. 3.7.2-10) .
- 2. Comanche Peak Steam Electric Station Final Safety Analysis Report, Texas i Utilities Generating Company, Glen Rose Texas, April 30,1981, (Section 3.78.2.8), through Amendment 54, Jan. 21,1985.
J
- 3. Impe11 Project Instruction, " Seismic Evaluation of Train C Conduit Su1 ports", Project Instruction Number 0210-052-003, Rev.1 Job No.
02LO-052-1355 Impe11 Corporation, Walnut Creek, California, July 11, 1986.
- 4. Comanche Peak Response Team Action Plan, Item Nuwber I.c, " Electrical Conduit Supports," Revision 1 Texas Utilities Generating Company, Glen Rose, Texas, Jan. 11, 1985.
O s. Impen Caicuiation, No. I-E0TC-PS-01, Rev. i, Statisticai Evaiuation of Seismic Demand to Capacity Rattos," Job No. 0210-051-1355, Impe11 Corp. , Walnut Creek, CA,1986.
- 6. Impell Calculation, No. I-EOTC, Rev. O, " Evaluation of Train C Conduit Using Refined Criteria " Job No. 0210-051-1355, Impe11 Corp. , Walnut Creek, CA,1986. .
- 7. Gibbs & Hill Calculation, Seismic Missile Envelopes, G8H Job No. 2323, File Code No. DMI-19c Set 1, Gibbs & Hill, Inc., New York, NY, March 4, 1985.
- 8. Impe11 Report No. 01-0210-1479, Rev.1, " Train C Conduit, Two Inch and lmder, Criteria Document, Regulatory Guide 1.29 Issue," Impe11 Corp.,
Walnut Creek, CA,1986.
- 9. Gibbs & Hill Calculations for Seismic Cable Restraint Capacities, Book No. SCS-226C, Set I, Gibbs & Hill, Inc. New York, N. Y. ( Also, Texas Utilities Services, Inc., Drawing No. 2323-S-0910, Sheet CSR-10, Rev.17,
" Train C Conduit Seismic Restraint Utilizing Aircraft Cable Details,"
Comanche Peak Steam Electric Station, Glen Rose, TX, April,1983.)
- 10. Ebasco Report on Impact Evaluations ( Appendix D of Impe11 Report No.
01-0210-1479, Rev. 0), March 6,1986. 4 O
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l M P aE L L "r
'C' CONDUIT TITLE.* A(Two MUi.TI-LEVEL SCREENING CRITERIA Inch and Under) Part I--Methodology FOR TRAIN NUMBER: PI-0210-053-001 REVISION: 5 PAGE 36 OF 38 l ,
PART I REFERENCES (Cont'd)
- 11. TUGC0 Nuclear Engineering Procedure No. TNE-DC-23, Rev. O, " Unit 1 Damage Study Analyses", Texas Utilities Generating Co., Glen Rose, Texas, September 3,1985.
- 12. Texas Utilities Services, Inc., Drawing No. 2323-5-0910, Sheet CSR-10, Rev. 7. " Train 'C' Conduit Seismic Restraint Utilizf ng Aircraft Cable Details," Texas Utilities Services, Inc., Comanche Peak Steam Electric Station, Glen Rose, TX, April 23, 1983.
- 13. Gibbs & Hill Calculation No. DMI-8C1, Set 7. " Support Loads for Aircraft Cable System due to Seismic Loads," Rev. O, Gibbs & Hill, Inc., New York, NY, Dec. 21,1983. ,
- 14. Gibbs & Hill Calculation No. SCS-226C Set No.1, " Train 'C' Conduit Seismic Restraints (Cable Capacities)."
- 15. Impe11 Quality Assurance Manual Impe11 Corporation, Walnut Creek, California, Rev.17, August 16, 1985.
l 16. Impe11 Calculation No. WDC-01, " Train 'C' Conduit Walkdown Criteria for l Type 6 Support," Rev. 2, Job No. 0210-052-1355, Impe11 Con. , Walnut , Creek, CA 1986.
- 17. Impe11 Calculation .\' amber ROTC-04, Revision 1 " Train C Junction Box Criteria (Two Bolt Assemblies)," Job Number 0210-052-1355, Impe11 Cdrp. ,
Walnut Creek, CA, August 1986. l
- 18. Impell Calculation Number ROTC-05, Revision 1, " Train C Junction Box Criteria (Four Bolt Assemblies)," Job Number 0210-C52-1355, Impe11 Corp. ,
Walnut Creek, CA, August 1986.
- 19. Impe11 Project Instruction, " Evaluation of Train C Junction Boxes,"
Project Instruction Number 0210-052-01, Revision 0, Job Number , 0210-052-1355. Impe11 Con., Walnut Creek, CA, June 1986.
- 20. Depell Calculation No. WDC-02, " Train C Conduit Walkdown Criteria for Type 5 Support," Rev.1, Job Number 0210-052-1355, Impe11 Corp., Walnut Creek, CA,1986.
21 . Impe11 Calculation No. ROTC-16. " Development of Walkdown Criteria for S-0910 Supports Similar to Type 6 Supports," Rev.1, Job No. 0210-052-1355. Impe11 Conoration, Walnut Creek, CA,1986. O , l
TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part I--Methodology O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 37 OF 38 PART I REFERENCES (Cont'd)
- 22. Gibbs & Hill Conduit Design Package 2323-S-0910, Sheet CSR-12A, Revision 6 and Sheet CSR-128, Revision 1.
- 23. Impe11 Calculation No. ROTC-25 " Allowable Conduit Span Lengths Adjacent to CI Boxes," Rev. O, Job No. 0210-052-1355, Impe11 Cogoration, Walnut Creek, CA,1986.
- 24. Impe11 Project Instructions, " Procedure for Implementing Screen Level 6,"
Project Instruction No. 0210-052-005, Rev. O, Impe11 Conoration, Walnut Creek, CA, August 1986. d PART II REFERENCES
- 1. Gibbs & Hill, Inc., Construction Procedure No. 35-119.5, CEI-20, Rev. 9, 11/5/85 for CPSC, " Installation of 'itfiti' Drilled-In Bolts."
4 PART III REFERENCES ' O i. co nanche Peak Seismic Interaction Criteria, CPSES-DBD (later), Revision 1.
- 2. USNRC Reactor Site Criteria 10CFR Part 100
- 3. USNRC Regulatory Guide 1.29, " Seismic Design Classification," Rev. 3, U.S. Nuclear Regulatory Conunission, Washington DC,1973.
- 4. Comanche Peak Steam Electric Station Final Safety Analysis Report, Texas Utilities Generating Comparty, Glen Rose Texas, April 30,1981, (Section 17.0), through Amendment 54, Jan. 21,1985.
- 5. " Environmental Effects of Postulated Piping Failures," CPSES-DBD-DS-14.
- 6. " Failure Mode and Effects Analysis," CPSES Calculation No. FDS-2.
- 7. Impe11 Calculation No. WDC-03, Rev. O, " Screening Criteria for Type 4a Supports " Job No. 0210-052-1355, Impe11 Corporation, Walnut Creek, CA, June,1986.
- 8. Impe11 Project Instruction No. 0210-052-004, " Train C Conduit As-Butit Walkdown," Revision 0, May,1986.
- 9. Impe11 Project Instruction No. 0210-052-003, " Seismic Evaluation of Train C Supports," Revision 0, July,1986.
O f __. .. - -_ _ . . _ . - . _ . - _ _ _ _ - - _
IN w PELL (r* A MULT -LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part I--Methodology NUMBER: PI-0210-053-001 REVISION: 5 PAGE 38 OF. 38 PART III REFERENCES (Cont'd)
- 10. Impell Project Instruction No. 0210-052-006, " Train C Conduit Modeling Procedures," Revision 0, July,1986.
- 11. Impell Calculation No. WDC-07, Rev. O, " Screening Criteria for Level 4, Type 5 Support," Job No. 0210-052-1355, Impell Corporation, Walnut Creek, CA, August,1986.
PART IV REFERENCES
- 1. TUGCo Design Change Authorization No. DCA-5106, Revision 9, dated January 3,1983.
- 2. AISI " Specification for the Design of Cold-Formed Steel Structural Members," American Iron and Steel Institute, Washington, D.C.,
September 3,1980.
- 3. " General Engineering Catalog No.10R," Unistrut Division, GTE Products Corp. , Wayne, Michigan,1984.
- 4. AISC, " Manual of Steel Construction," American Institute of Steel Construction, Chicago, Illinois, 8th Edition,1980.
- 5. Gibbs & Hill Design Procedure No. DP-6, Two Inch Diameter and Under Train C Conduit Seismic Restraints, Rev.1, dated February 14, 1986.
f l
- 6. CP-CFN-6.3, " Preparation, Approval, and Control of Operation Travelers",
Rev.11, Texas Utilities Generating Company, Glen Rose Texas.
- 7. TNE-DC-22, " Reporting Attachment Loads and Location to TNE Civil / WEB,"
Rev.1, Texas Utilities Generating Company, Glen Rose, Texas.
- 8. TNE-DC-7, " Preparation and Review of Design Drawings," Rev.16, Texas Utilities Generating Company, Glen Rose, Text J.
- 9. Impell Project Instruction No. 0210-052-004, " Procedure for Request for Requesting Walkdown Information," Rev. O.
- 10. ANSI AtSS SP-58, " Pipe Hangers and Supports - Materials, Design and Manufacturers," March 8,1983 Edition.
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Tab 12 3 EXAMPLE wTasASE F0lt PRODUCTION A40 j s.afUS IIEPtuti 1 1 l STATUS SUPPORT count I Total Support Percent j ROOM 110. (CGIFLETE/IN-PROGAESS/ BACKLOG) Level 1-3 Status Level 4-8 Status Comment count templeted i j i } i 1 I i I , 1
- i i
l l ' Summary: (see fallowing page) l I I i i 4 l 1 I _
O Tabla 3 EINIPLE masA$E F0ll PRODUCTION AND Sen.oS REPORT (Continued) Summary: i thf t 1: . I Ihmter of Rooms Coa t Percent of Total Completed: In-progress: Backlog fest.): Level 1-3 Seeports Completed: In-progress: Backlop (est.): Level 4-4 Seeports s: Backlog (est.): I Total Ibster Seeperts i Caugleted: In-Progress: Backlog: i i
O ENTIRE POPULATION i P 1 r 1 P SCREEN 1 SCREEN 2 SCREEN 3 E!SHT LDCER S IN 0000 SLPPORT NO INTERACTION POUNDS PER FOOT SAMPLE POTENTIAL I I i SUPPORT YES u PASSES 7 n STP } 1 P 1 P 1 P 1 P SCREEN 4 SCREEN 5 SCREEN S SCREEN 7 SCREEN 8 SEISMIC SEISMIC SAFE EXISTING SYSTEM TARGET SNUTOOWN SEISMIC CAPACITY ANALYSIS (IN F IELO) ga gyfgh I ANALYSIS RESTRAINTS l I I M I I SUPPORT s YES " PASSES 7 n STOP } i r OPTION 1 OPTION 2 OPTION 3 MODIFY A00 AIRCRAFT REROUTE SUPPORT CABLE CONDUIT i Figure 1 FLOWCHART OF SCREENING LEVELS O
. . , - - . . . , . - . - - _ . . . . . . - - , _ _ - . _ _ . - . . . . . _ . . - - _ - . - , . . .. . -, , . . _ . . . - . . _ . - - - - - - . _ , . . ..-.-------n
O . ENTIRE TRAIN C JUNCTION BOX POPULATION 1 P i P 1 P SCREEN I SCREEN 2 SCREEN 3 MAX 4 CONDUITS MAX. O CO MUITS NO INTERACTION ATTACED ATTACHED POTENTIAL 1 P 1 P i P PASSES X Sir ] i P i i P 1 r l i SCREEN 4 SCREEN 5 SEISMIC DEMAM DETA! LED ENGR. { M ANALYSIS FOR VS. SEISMIC CAPACITY SPECIFIC DOX (IN FIELD) CONFIGURATION (IN FIELD OFFICE) P P u YES 30X E [ STOP N PASSES gor YES a l PASSES n STP ] 1 P REWORK JL#dCT!ON SQX ASSEMBLY O Figure 2 FLOWCHART OF SCREENING LEVELS A FOR JUNCTION BOXES O' l
O O O l I l t i i PRODUCTION - SITE ORGANIZATION PRODUCTION - M OFFICE ORGANIZATION amar, --use
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l 1 l Figure 3 ORGANIZATIONAL CHARTS
1 HILTI BOLT O -
- e BEAM ELDCNT P2942 TPSU P2%6 (a) Type la--Cantilever Welded Foot Hanger WISTRUT BOLT
~
l I I l____________ r 9 p2542 Te u P2546
- piooe or esoeo O (s) Ty,e is--cantiiever weided root M ser vita Unistrot weader m zsTavT satt
, (l Plo26(TYP) osoo, lI _ ____________
I Em _ _ _ _ _ _ _ _ _ _ _ _ h r A v< l= = beiocoenesooo (c) Type 1c--Cantilever Neuber With Unistrut Header and P1026 or Similar Fitting Figure 4 SUPPORT SKETCHES O
HILTI BOLT
~ *
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= P2542 W P2Sd4 (d) Type 2a--Double Cantilever Supports Using Welded Foot Members L'NISTRUT BOLT HILTI BOLT q u
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__._m. b L----__--___- SEE TABLE BEL 0w Pl000 OR F5000 (e) Type 2b--Double Cantilever Supports With Unistrut Header Using Welded Foot Members Figure 4 SUPPORT SKETCHES (continued) O 1 l
UNISTRUT BOLT P2542 (THIS-MEMBER CAN DE LOCATED oN EITHED
.m m S!OE OF CCNNECTING
-? MEMBER)
I O , I l- 92542
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yP2542THRUP2546 PI000 OR P5000 (f) Type M--Triple Cantilever Support With Unistrut Header Using Welded Foot Members P2542(THIS W MBED CAN BE LOCATED cN EITHER SIDE OF THE CONNECTING MEMBER) t UNISTRUT BOLT P1026(TYP) l ,_
\ l HILTI BOLT ,
P2542 , m
-____________._r.
=l i
kll D2542 T* U P254o 4l Y
-Psooo on p5ooo (g) Type 3b--Triple Cantilever Supports With Unistrut Header Using Unistrut Fittings Figure 4 SUPPORT SKETCHES (continued)
O l
l l i HILTI BOLT l i- 1r O , 1 r 1/2* e ROD (TYP) r B i e f_ _ ___3 mIsTout iceca (h) Type 4a--Trapeze Support Attached To Ceiling or Underside Of Beam o ' - HILTI BOLT
/
, ,r . .a y-s ort ines en .w an er.
Similar encept for the connection details as shown n r.. (i) Type 4b--Trapeze Support Attached To Side Of Beam Using P1026 Connection Figure 4 SUPPORT SKETCHES (continued) O
HILTI SQLT
't .
. , , . , ..n .
iW,, ONE HOLE PIPE STRAP (j) Type 5--One-Hole Pipe Strap HILTI BOLT O ' ' "
~ -, ~~ , ~ . ,
L_m Y UNISTRUT ME*BER (k) Type 6--Two-Hole Clamp on thistrut Header Figure 4 SUPPORT SKETCHES (continued) O
1 O l l A t /2" *B W/ PIO64 2 -
) ,, , y- r W/ PIO64
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U 1; Pl000 W/ P1047 n O
/ n P2542
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3 3 b _ i_ P2542 3" 4A PloofT h ' O ELEVATION LOokING NOQTH SECTION LOOKING EAST A- A f Support Type 7 represents all supports etch to not fall into other support categories. The e.pport saan here is one ple. (1) Type 7--Special Supports i l I Figure 4 SUPPORT SKETCHES (continued) O
l O
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g (m) Type 8--Multi-Tiered Gang Suppo. ts With Rod Hangers Figure 4 SUPPORT SKETCHES (continued) O o
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G- - DESCRIPTION Junction box with two mounting lugs (one top and one bottom).
- Mounting lugs are welded to the back of the junction box and bolted to a Unistrut header using Unistrut bolts. The Unistrut header is anchored to a wall or ceiling with two Hilti-Kwik bolts.
Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES O
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,5 Lw 66 DESCRIPTION Junction box without mounting lugs (or with mounting lugs that are not used). The junction box is bolted to a Unistrut header with two Unistrut bolts through the back of the box. The Unistrut header is anchored to a wall or ceiling with two Hilti-Kwik bolts.
Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) O
TYPE J3 s y M + 4
'< s
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' ~ O l DESCRIPTION Junction box with mounting lugs (or with mounting lugs that are not used). The junction be. is anchored directly to a wall or ceiling with two Hilti-Kwin." bolts through the back of the box. A shim plate or plates provide spacing between the box and the wall. Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) O
TYPE J4 0 . 1 I I i . . -
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l O i DESCRIPTION l Junction box without mounting lugs (or with mounting lugs that
. are not used). The junction box is anchored directly to a wall d' l or ceiling with two Hilti-Kwik bolts through the back of the box. A shim plate or plates provide spacing between the box and the wall.
i Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) l O l t I l l
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1o . s, Y s v.- ,c,A, DESCRIPTION Junction box with four mounting lugs (two top and two bottom). Mounting lugs are welded to the back of the junction box and bolted to a Unistrut header using Unistrut bolts. The Unistrut header is anchored to a wall or ceiling with four Hilti-Kwik bol ts. Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) O
TYPE J6 Si 9 L.a iE2h, S i l 1 l l
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u_ L m,s. DESCRIPTION Junction box without mounting lugs (or with mounting lugs that are not used). The Junction box is bolted through the back of l ! the box to a Unistrut header using four Unistrut bolts. The Unistrut header is anchored to a wall or ceiling with four Hilti-Kwik bolts. Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) O
= - . _. . - - - .- . --
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J DESCRIPTION Junction box without mounting lugs (or with mounting lugs that are not used). Junction box is anchored directly to a wall or ceiling with four Hilti-Kwik bolts through the back of the box. Shim plates provide spacing between the box and the wall. Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES (continued) O
TYPE J8 O [ _l m
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{j g . O DESCRIPTION Junction box without mounting lugs (or with mounting lugs that are not used). The junction box is bolted through the back of the box using four Nelson Studs. The Nelson Studs are welded to two channels, and the channels are welded to the contairunent liner. I l I Figure 5 - JUNCTION BOX ASSEMBLY SKETCHES g l0
O A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN C CONDUIT (Two Inch and Under) AT COMANCHE PEAK STEAM ELECTRIC STATION Part II--Walkdown Instructions Prepared for: Texas Utilities Generating Company P.O. Box 1002 Glen Rose, Texas 76043 p Prepared by: Impe11 Corporation 350 Lennon Lane Walnut Creek, CA 94598 l Revision 5 1 \ August 18, 1986 O
h 1; M P aE L L ' r
'C' CONDUIT TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 2 OF 145 TABLE OF CONTENTS Part II--Walkdown Instructions Pa ge 1.0 LEVEL 1--Lightly Loaded Supports (Walkdown Instructions) 3 2.0 LEVEL 2--Supports with Significant Capacity 5 2.1 Identify Level 2 Supports 6 2.2 Check Sway of Flexible Support 15 2.3 Tag Support 15 2.4 Documentation 15 APPENDIX 2A Support Type 6-Walkdown Data Susanary Fonns and 33 Instructions Support Type 5-Walkdown Data Summary Fonns and 69 Instructions Support Type 7-S-0910-Walkdown Data Sunenary Fonns 109 and Instructions 3.0 LEVEL 3--Supports and Conduit with no Interaction Hotential 137 (Walkdown Instructions)
APPENDIX 3A Seismic Category I Component Room Screening 145 Data Sheets O l
. _ _-__ ..___ _ . _ , _ _ _ _ _ _ . - . ~ . . ._
1 M P _E1 L _I ^r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE (TWo Inch and Under) Part II--Walkdown Instructions Q NUMBER: PI-0210-053-001 REVISION: 5 PAGE 3 OF 145 LEVEL l--LIGHTLY LOADED SUPPORTS WALKDOWN INSTRUCTIONS O I i O
IMP _EL_L"r 1
'C' CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
* (Two Inch and Under) Part II--Walhiown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 4 OF 145 1.0 LEVEL 1--Lightiy Loaded Supports Screen Level I will not be implemented in the current Train C support qualification program.
I O l l l
. - _ _ ^^- -,n ,
%ur TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE5 OF 145 LEVEL 2--SUPPORTS WITH SIGNIFICANT CAPACITY l
i WALKDOWN' INSTRUCTIONS O 1 e l O
INwPELL"r I l TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l (Two Inch and Under) Part II--Walkdown Instructions l O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 6 OF 145 l 2.0 LEVEL 2--SUPPORTS WITH SIGNIFICANT CAPACITY 2.1 Identify LEVEL 2 Supports Walkdown personnel shall visually identify supports which are categorized as good supports (Level 2 Supports). These are listed below. Support Type Description 6 Two-hole and one-hole Clamp on Unistrut Header 5 Finger Clamp or J-Clamp 7-5-0910 S-0910 Supports Similar to Type 6 Supports These supports will be " screened-out" of the population as being acceptable by inspection. Engineering evaluations are not needed for structural integrity. Measurements of supports and conduit spans may be required as described below. As a general rule, the following shall be checked for all supports: O a. Floor Topping. For floor-mounted supports, embedment of Hilti (or other) bolts in concrete shall be detemined by subtracting i the thickness of architectural topping, if present.
- b. Fire Protection Material. When the conduit / support has fire l
protection material, the additional weight should be included in calculating the total weight. l
- c. Support Deficiencies. Any gross support deficiencies such as oversized or distorted clamps, oversized bolt holes, bent or buckled rod hangers, loose bolts, and any other design violations shall be documented in the walkdown foms.
- d. Minimun Spacing and Edge Distance Checks. These checks shall be performed for all bolts as specified in the walkdown foms.
- e. Support Self Weight. Support self weight shall be included in calculating the total load.
- f. Conduit Support Attached to Cable Tray. Any conduit support
'which is attached to a cable tray shall be screened out. An explicit evaluation is required to qualify such configurations.
- g. Grouted Penetrations. If a grouted penetration is assumed as a n support, it will be flagged out in the walkdown form as l Vg requiring qualification.
l l
IN tJ PELL *r* ,
'C' TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAINCONDUIT ; * (Two Inch and Under) Part II--Walkdown Instructions NUMRER: PI-0210-053-001 REVISION: 5 PAGE 7 OF 145 Table 2-8 provides acceptable measurement tolerances to be used in the walkdown process.
2.1.1 Screening Criteria for Support Type 6 Figure 2-1 shows this support type. These supports must meet the limitations and restrictions
- placed on the support categories as follows:
SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Configuration Same configuration as shown in Figure 2-1 Unistrut Member Size P1000, P3000, P5000 or P5500 Number of Hilti Kwik bolts Minimum of 2 bolts Hilti Kwik bolt size 3/8" or 1/2" diameter O soit SPacin (of the evaluated support) Tw boit spacin ,shaii be iarser than 3-3/4" and smaller than 24" for 3/8" diameter bolt. The bolt spacing shall be larger than 5" and smaller than 24" for 1/2" diameter bolt. Distance to adjacent The minimum distance to adjacent anchor bolt anchor bolt is sumarized in Table 2-3. Edge Distance As per criteria in Appendix 2A for Support Type 6
- See Reference 16, Part I.
A O.
-G - - , -
I Nw P t L L ( r" TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 8 OF.145 SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Conduit Tributary Spans Must meet three conditions: ;
or Dead Load on Support ' a) Gravity direction - The total gravity load on the support shall be less than or equal to the allowables specified in Table 2-7*. Tables 2-2 and 2-5 sumarize the conduit weight per linear foot and the condulet A weight respectively for various 42._\ conduit diameters. Copper grounding cable weights are given in Table 2-9. b) First horizontal direction - each conduit tributary span ** shall be less than or equal to the allowables specified in O Table 2-7. c) Second horizontal direction - each conduit tributary span is [ less than or equal to the allowables specified in Table 2-7. The type 6 supports which meet the above requirements shall I be documented using forms provided in Appendix 2A. l
- A conduit gravity load is equal to the tributary length of each conduit times its respective weight per foot.
The total gravity load is the sum of all the conduits weight on the support and any additional weight on conduits such as the weight of supports, condulets, flanges, fire protection material on conduit, etc. l
** A tributary span is half of the two adjacent spans. The l adjacent span is measured from the evaluated support to the adjacent support which restrains conduits in the l same direction. See Figure 2-2.
- O
,-,--n... - , - , - - - - - - - - - - - - . - , m - , , - - .
S I M P aE L L ' r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOP TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 9 OF 145 2.1. 2 Screening Criteria for Support Type 5 The type 5 support consists of a conduit finger clamp, l conduit spacers or a combination of conduit spacers and shim '
plates, and one 1/0", 3/8" or 1/4" Hilti Kwik bolt. Figure 2-3 shows a typical configuration of the type 5 support. These supports must meet the limitations and restrictions (Ref. 20, Part I) placed on the support categories as follows: SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Configuration The support configuration shall be the same as the configuration shown in Figure 2-3. Conduit Diameter The maximum conduit size is 2 inches. Clamp and Spacer Appleton and Thomas a Betts Manufacturer (TAB) for 3/4" conduit clamp, Thomas a Betts, Raco and Appleton for 1" conduit clamp, Appleton, Thomas & Betts (TAB)
- and Raco for 1-1/2" conduit clamp Appleton, Thomas a Betts (TAB),
Raco, and Gedney for 2" conduit clamp Number of Spacers The maximum number of conduit
- or Shim Plates spacers or a combination of conduit spacers and shim plates shall be 3. If shim plates are used, one of them must be in
! contact with the concrete surface. . Shim Plate The thickness of the shim plate Thickness shall be less than or equal to 1/2". O,
IN<P_E_LL @ TITLE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 10 OF 145 SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Hil ti-Kwik 1/4" bolt diameter for 3/4" and Anchor Bolt Size 1" clamps 3/8" or 1/2" bolt diameter for 1-1/2" or 2" clamps Distance to adjacent The minimum distance to adjacent A anchor bolt anchor bolt is sumarized in /_3_\
Table 2-3. Edge Distance As per criteria in Appendix 2A for support type 5. Adjacent Supports The adjacent supports shall not be a trapeze support with multi-attached conduits (Type 4 support) or a multi-trapeze I support (Type 8 support). Figure 2-4 shows typical type 4 l and type 8 supports. l Rexible Conduits or The one-hole clamps, which l Conduit Overhang support the overhang conduit as shown in Figure 2-5 shall be l evaluated according to Table 2-6. Bolt Dabecknent length The bolt embedment length shall be checked if the support is mounted on the floor or the number of conduit spacers is more than 1. The minimum embedment shall be: 1-1/8" for 1/4" bol t 1-5/8" for 3/8" bol t 2-1/4" for 1/2" bol t A l l lo, l 1
IMl'tLL~W" w
'C' CONDUIT I* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions .
l NUMBER: PI-0210-053-001 REVISION: 5 PAGE 11 OF 145 SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Conduit Tributary Spans
- or Dead Load on Support Shall meet the following conditions:
h a) Gravity direction - Table 2-4 summarizes the maximum dead A' load (or gravity load) on the /5\ support. The gravity load ** is the sum of the conduit gravity load and any additional weight such as the weight of the condulet, or the fire protection material. Tables 2-2 and 2-5 summarize the conduit weight per linear foot and the condulet weight for various conduit diameters. Copper grounding cable weights are given in Table 2-9. O When the conduit ends at a supported junction box, a light i fixture *** or a Cast Iron Box *** (CIB), these fixtures shall be considered as a three way support. l l l
- A tributary span is half of the two adjacent spans. The l
adjacent span is measured from the evaluated support to the adjacent support which restrains conduits in the same k direction. See Figure 2-2.
** The conduit gravity load is equal to the conduit tributary span in the gravity direction times its weight per foot
*** Supported by a minimum of two anchor bolts O
l
l
'C' CONDUIT l TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
* (Two Inch and Under) Part II--Walkdown Instructions j NUMBER: PI-0210-053-001 REVISION: 5 PAGE 12 OF 145 i
SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED l b) First horizontal direction - The conduit tributary span shall be less than or equal to the allowables provided in Table 2-4. c) Second horizontal direction. The conduit tributary span shall be less than or equal to the allowables p:ovided in Table 2-4. The type 5 supports which meet the above requirements shall be documented using forms provided in Appendix 2A. 4 2.1.3 Screening Criteria for Support Type 7-S-0910 Support type 7-S-0910 consists of specific support O coafi 9uratioas (caiied S-09i0), which were des 19ned for Traia A and 8 conduit, but are installed as supports for Train C conduit. The S-0910 supports which resemble support Type 6, and are frequently found on Train C conduit, are included in this category. Figure 2-6 shows the support configurations allowed under this screen. These supports must meet the limitations and restrictions (Reference 21, Part I) placed on the support categories as follows: SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Configuration Configuration as shown in Figure 2-6 (CA-l a, CA-2a , CA-Sa) Unistrut Member Size P1000, P3000, P5000, or P5500 (for CA-la, CA-2a) i Plate Thickness o If one plate [ Figure 2-6(c)], (for CA-Sa) no limit on plate thickness
'is placed as 1cag as the minimum requirements for g
anchor bolt embedment and anchor bolt size are met. O 1
INPELL.^) Lcrmwo I TITM. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (1Wo Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 13 OF 145 SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED o If two plates, and
- clamp attached to top plate with bolts, top plate thickness greater than or equal to 1/2" l
- clamp attached to plate with {
Nelson studs, and Hilti Bolts through both plates, 2 (TT)2 + (Ts)2 (1/2) where TT = top plate thickness T8 = bottom plate thickness
- clamp attached to plate with Nelson studs, and Hilti bolts through bottom plate only, bottom plate thickness greater than or equal to 1/2" Plate Width Greater than or equai to 2" <f s
(for CA-Sa) Number'and Size of Hilti For all supports shown in Figure 2-6, bolts on Unistrut Member / except 2-6(c) (Type CA-Sa with one Pl ate . plate): Minimum of 2 bolts of 3/8" g or 1/2" diameter. For support CA-Sa with one plate (Figure 2-6(c)): 2 bolts of 1/4" or 3/8" diameter. Bolt Spacing (of the evaluated support) For all supports shown in Figure 2'-6, except 2-6(c): The bolt spacing g ' shall be larger than 3-3/4" and smaller than 24" for 3/8" diameter bolt. The bolt spacing shall be larger than 5" and smaller than 24" for 1/2" diameter bolt. For the support CA-Sa with one plate [ Figure 2-6(c)], bolt spacing has been considered in the allowables given M in Table 2-10. Distance to adjacent The minimum distance to adjacent anchor bolt anchor bolt is sunnarized in Table 2-3. g
IN<P_E_LL @ TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 14 OF ~145 SUPPORT IS QUALIFIED CATEGORY IF THE FOLLOWING ARE SATISFIED Edge Distance As per criteria in Appendix 2A, for Support Type 7-5-0910.
Conduit Tributary Spans Must meet three conditions: or Dead Load on Support a) Gravity direction - The total gravity load on the support shall be less than or equal to the allowables specified in Table 2-7 or 2-10 as applicable *. Tables 2-2 and 2-5 sunniarize the conduit weight per linear foot and the condulet weight for various conduit diameters. M
. Copper grounding cable weights are given in Table 2-9.
i n V b) First horizontal direction - each conduit tributary span ** g shall be less than or equal to the allowables specified in Table 2-7 or 2-10 as applicable. g c) Second horizontal direction - each conduit tributary span is less than or equal to the allowable specified in Table 2-7 or 2-10 as applicable. g The type 7-S-0910 supports which meet the above requirements shall be documented using forins provided in Appendix 2A.
- A conduf t gravity load is equal to the tributary length of each conduit times its respective weight per foot.
M The total gravity load is the sum of all the conduits weight on the support and any additional weight on conduits such as the weight of supports, condulets, flanges, fire protection material on conduit, etc.
** A tributary span is half of the two adjacent spans. The adjacent span is measured from the evaluated support to the adjacent support which restrains conduits in the O same direction.
INwPELL *r CONDUIT TITLE
- A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (Two Inch and Under) Part II--Valkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 15 OF 145 l l
i 2.2 Check Sway of Flexible Supports For certain support types which will be added to the walkdown instruction later (not Type 6 or Type 5), attached conduit may have large seismic displacements. Therefore, they must be checked to ensure that they do not impact other components. Table 2-1 gives seismic displacement envelopes for these supports. Field measurements may be required for these supports. In most cases, visual inspection will be sufficient. 2.3 Tag Support Supports which meet the Level 2 criteria shall be tagged as a Level 2 Support. Each tag will have a unique tag number. Supports which are not within reach shall be photographed and identified as a Level 2 Support on the photograph, or they shall be identified by coordinates, where the coordinates are from an identifiable plant feature to the support attachment point. One photo can be used for more than one Level 2 Support. (For expediency, as many inaccessible Level 2 Supports as possible should be put on one photo.) Level 1 and 3 Supports can be included in the photo as well. Photo shall be identified by Building, Elevation, Room Number, and General Location (e.g., north wall). 2.4 Documentation A file or notebook shall be_ maintained for each room (or other location identifier approved by the field supervisor) for Level 2 supports. Photographed supports and those identified by coordinates shall be documented and a support count of Level 2 supports shall be recorded. These supports are effectively " screened-out" of the population by inspection and, therefore, do not require any further evaluation. O
IN tP_ ELLn n *r
'C' CONDUIT TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 16 OF 145 TABLE 2-1 SEISMIC DISPLACEMENT ENVELOPES FOR TYPE 4a, 4b, AND 8 SUPPORTS (Due to Lateral and Vertical Swing)
(WILL BE PROVIDED LATER) 1 O l l P Note: No support zippering is permitted. l
IMP _ ELL'1r* TITLE. A MULTI-LF.YEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
* (1Wo Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 17 OF 145 ,
1 l l TABLE 2-2 l l WEIGHT OF VARIOUS CONDUIT DIAMETER l Conduit Conduit Diameter Weight (inch) (1bs/ft) 3/4 1.5 1 2 1-1/2 4 2 5 3 13 4 19 5 23 l O,
TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (Two inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 18 OF 145 TABLE 2-3 DISTANCE TO ADJACENT BOLT REQUIREMENTS BETWEEN DIFFERENT SUPPORTS Evaluated Adjacent Bol t Bolt Minimum Diameter Diameter Spacing
( In . ) ( In . ) (In. ) 1/4 1/4 2-1/2 1/4 3/8 3-1/8 1/4 1/2 3-3/4 1/4 5/8 4-3/8 1/4 3/4 5-0 1/4 1-0 6-1/4 1/4 1-1/4 7-1/2 3/8 1/4 3-1/8 3/8 3/8 3-3/4 3/8 1/2 4-3/8 O 3/8 3/8 5/8 3/4 5-0 5-5/8 3/8 1-0 6-7/8 3/8 1-1/4 8-1/8 1/2 1/4 3-3/4 1/2 3/8 4-3/8 ' 5-0 1/2 1/2 1/2 5/8 5-5/8 1/2 3/4 6-1/4 1/2 1-0 7-1/2 1/2 1-1/4 8-3/4 1 i l o l
O O O
=
z -i < TABLE 2-4 h TYPE 5 $UPPORT - MAXIMUM DEADNEIGHT ON SUPPORTS ANO $ @ M MAXIMIM TRIBUTARY SPAN IN ANY HORIZONTAL OIRECTION .7 g lE Al Eiew. Building (ft.) renduit Diameter 9pleton one-soit ciamp manufacturer Inames a setts Raco Gedney ru g --4 n . g (in) Dead weight tributary Dead weight Irtbutary pead weight Tributary Dead weight Tributary $ 7p (Ibs) Span (ft) (Ibs) Span (ft) (Ibs) Span (ft) (1bs) Span (ft1 e m .c o a rn C "" Aeactor move 3/4 8.25 5.5 12.0 8.0 -- -- -- -- Buildfag 896. I 1 1/2 11.0 5.0 15.0 7. 5 4.0 12.0 14.0 6.0 3.5 6 o WM am (Internal 12.0 3.0 16.0 -- -- Structure) 2 17.5 3.5 20.0 4.0 20.0 4.0 22.5 4.5 @Q
-z Free 3/4 9.0 6.0 13.5 9.0 -- -- -- --
mE
- ca 886. I 11.0 5.5 17.0 8.5 14.0 7.0 -- --
to 1 1/2 12.0 3.0 20.0 5.0 16.0 4.0 -- -- 3n" 8 61 . 2 20.0 4.0 22.5 4.5 22.5 4.5 27.5 5.5
~ -4 860. 3/4 ' O. 5
.3.0 7.0 6.5 13.5 20.0 9.0 10.0 7.5 3 b~ Q and 1 , 15.0 -- --
m *" below 1 1/2 14.0 3.5 22.0 5.5 20.0 5.0 -- -- < 2 25.0 5.0 27.5 5.5 27.5 5.5 32.5 6.5 @ gy O om E Osntain- move 3/4 7.5 5.0 10.5 7.0 -- -- -- --
'Z ment 9 51 . I 10.0 5.0 14.0 7.0 11.0 5.5 -- -- "m Butiding 1 1/2 10.0 2.5 16.0 4.0 14.0 3.5 -- --
m y3 2 15.0 3.0 20.0 4.0 20.0 4.0 22.5 4.5 wz From 3/4 8.25 5.5 12.0 8.0 -- -- -- -- 9-cn 9 51 , 1 11.0 5.5 16.0 18.0 8.0 4.5 13.0 16.0 6.5 4.0 O~
-* n to 1 1/2 12.0 3.0 -- --
906. 2 20.0 4.0 22.5 4.5 22.5 4.5 27.5 5.5 EE wo 905. 3/4 9.75 6.5 13.5 9.0 -- -- -- -- 5
-4 and 1 13.0 6.5 19.0 9.5 15.0 7.5 -- --
below 1 1/2 14.0 3.5 22.0 5.5 20.0 5.0 -- -- 2 22.5 4.5 27.5 5.5 27.5 5.5 32.5 6.5 n Electrical move 3/4 9.0 6.0 13.5 9.0 -- -- -- -- O Butiding 830. I 12.0 6.0 19.0 9.5 15.0 7. 5 -- -- m 1 1/2 14.0 3.5 20.0 5.0 18.0 4.5 -- -- - 2 22.5 4.5 25.0 5.0 25.0 5.0 30.0 6.0 *
~
830. and 1 3/4 11.25 15.0 7.5 7.5 14.25 21 .0 9.5 10.5 16.0 8.0 k below 1 1/2 16.0 4.0 5.0 24.0 6.0 24.0 6.0 -- -- m 2 20.0 32.5 6.5 35.0 7.0 40.0 8.0
O O O ._ Z -4 TABLE 2-4 k f g TYPE 5 $UPPORT - MAXMSI DEADNEIGHT ON SUPPORTS ANO $ E MAXD9L91 TRI8tlTARY SPAN IN ANY HDRIZONTAL DIRECTION N Elev. Conduft F Ab Building (ft.) Ofaaeter @ pleton the-Bolt ciamp Manufacturer inomas a Betts naco Gemey 6 rv E n d. Q= (fn) g<5 Dead Nefght Irfbutary Dead Weight Tributerf Dead Ne f ght Trfbutary Dead Nefght Tributary o (1bs) span (ft) (Ibs) span Ift) (Ibs) span (ft) (Ibs) span (f t) 4 ui ca. r-Amfif ary have 3/4 7.5 5.0 12.0 8.0 -- -- -- -- w Buf1 ding 887. I 1 1/2 10.0 5.0 2.5 15.0 7. 5 12.0 6.0 -- -- E E$ 2 10.0 17.5 3.5 16.0 20.0 4.0 4.0 14.0 20.0 3.5 4.0 22.5 4.5
- 9. @"
s ri
-z From 3/4 8.25 5.5 12.0 8.0 -- -- -- --
oz 853. 1 11.0 5.5 15.0 7.5 13.0 6.5 -- --
%O to 1 1/2 12.0 3.0 18.0 4.5 14.0 3.5 -- -- r+ n 887. 2 17.5 3.5 20.0 4.0 20.0 4.0 25.0 "
5.0 -
-4 853, 9.0 6.0 8.5 and 3/4 12.0 6.0 12.75 17.0 8.5 13.0 D !E below 1
1 1/2 12.0 3.0 18.0 4.5 18.0 6.5 4.5 m
< $g 2 20.0 4.0 25.0 5.0 25.0 5.0 30.0 6.0 9 E o' O oa Reel hove 3/4 9.0 6.0 13.5 9.0 -- -- -- -- Z $g Building 900. I 11.0 5.5 18.0 9.0 15.0 7.5 -- -- m 1 1/2 2
12.0 20.0 3.0 4.0 20.0 22.5 5.0 4.5 14.0 20.0 3.5 4.0 25.0 5.0 ui ED mz From 3/4 10.5 7.0 15.0 10.0 -- -- -- -- cn 861. I 12.0 6.0 19.0 9.5 15.0 7.5 -- -- S-to 900. 1 1/2 2 14.0 22.5 3.5 4.5 22.0 25.0 5.5 5.0 16.0 22.5 4.0 4.5 pg 27.5 5.5 mz mo 860. 3/4 12.0 8.0 16.5 11.0 -- -- -- -- 5 and 1 16.0 8.0 23.0 11.5 18.0 9.0 -- -- H below 1 1/2 16.0 4.0 26.0 6.5~ 22.0 5.5 -- -- 2 27.5 5.5 32.5 6.5 32.5 6.5 37.5 7. 5 g Safeguard move 3/4 9.0 6.0 12.0 8.0 C) Butiding 852. I 11.0 5.5 16.0 8.0 13.0 6.5 -- -- m 1 1/2 12.0 3.0 18.0 4.5 16.0 4.0 -- -- ro 2 17.5 3.5 22.5 4.5 20.0 4.0 25.0 5.0 0 From 832. I 3/4 9.0 12.0 6.0 6.0 12.75 17.0 8.5 8.5 14.0
- 7. 0 k .
to 1 1/2 12.0 3.0 20.0 5.0 18.0 4.5 -- --
"a 852, 2 20.0 4.0 25.0 5.0 25.0 5.0 30.0 6.0 ui
I _ T
. k ""*=
s 3 r r I'di n3 l
. gcr- rQmr MQmm5$ Q M:s oy2 gt* i 855-c 4-e ,_go k :r: a sa yC ges ~ 2 1 " .i* go,';; & E nU23 o" O ZCEE; o v~ h a?omgaQ*- DQg5*- m U>
" 3Om N. O-
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5m y) rt af t( 5 5 u bn - - 7 - - - 7 f a - - - - - - y rp e IS n d e t G h g i) es 5 5 Nb I - - 7 - - 7 d( - - 3 - - 3 a e D y) rt af t( u 055 055 r bn er i a rp
- 856 956 u o TS t c c a a n t D f h NN u g A IO n i) a es S T M Nb 005 005 T C E p d(
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- 622 822 R R a O m e
- 123 123 P I a P D l D U C S L A t N T l y)
D ON o rt B- af iZ t( 0050 0555 l I e u GR I O h ts Dn t I a 9056 1 1166 11 E H t rp e TS O 4 W Y s
- 0 2 A A E N a t E D N h L s g B MI e i) 5000 5005 A U m es T M AN a Nb 3020 6362 I n i d(
I 1223 1223 X P a A S e M Y D
- AR T T y)
. R U rt O P B I af P R t( u 0050 0005 U T bn 7735 8845 - S M f a n rp 5t o TS M I t E e P X t Y A l TM ph g 4 esi) 5000 0005 Nb 1 0445 2667 d( 1112 1112 a e D 4 2 4 2
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r 3 1 3 1 te i t) 112 112 ue4 dm1 na( oi CD w
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'C' CONDUIT TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions O suusen: el-0210-os3-ooi navision; s e,oe 22 og i4s TABLE 2-s WEIGHTS OF YARIOUS CONDULETS AND SM0KE DETECTORS I
l i l NANUFACTultERS. CONDULET CATALOG 100. AND WIGHTS (Ibs) l l l i i l I i I CROUSE AND HINos APPLETON l l l CONDUIT l .i I i 1 l i n
)
DIAfETER (IM) I LB LSD-1100 C-( ) SC - ( ) L5( l44 LSO(_ )-M C(_ -M 1/2 .96 1.4 1 (17) -- .77 (50) 1.10 (50) .79 (50) 1.24 2.2 1.3 (27) -- 1.03 (75) 1.64 (75) 1.13 (75) 3/4 1 1.9 2.7 1.7 (37) 3.2 1 .41 (100) 2.39 (100) 1.64 (100) 3.4 11.0 5.5 (57) 6 4.07 (150) 7.95 (150) 3.96 (150) 1-1/2 2 5.2 11.6 5.6 (67) 7 7.53 (200) 9.31 (200) 7.18 (200) lO LB LSD LSD
% Lv ' '
c - C - Ma i C sc ( [e s f1
- No tes
- (1) The weight of smoke detectors is 1-1/2 pounds.
(2) The majority of smoke detectors are nonnally attached to CI boxes. Add the weight of the CI box (obtained from the Appleton or Crouse-Hinds catalogs), to the 1-1/2 pound smoke detector weight. ' (3) Weights listed above do not include wiring inside the condulet. 1
I M P aE L L "r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 23 OF 145 TABLE 2-6 PROCEDURE FOR CALCULATING SUPPORT LOADS OF CONDUIT OVERHANG A/L1 Support Load Rj (1bs) Support Load Rp (1bs)
.20 F + 0.2Q + (PxC)/L1 (WxL1)/2 + 1.1(WxA) + 1.20 + (PxB)/L1
.2 A/L1 .5 F + 0.50 + (PxC)/L1 (WxL1)/2 + 1.25(WxA) + 1.5Q 4 (PxB)/L1
.5 A/L1 1.0 F + 1.00 + (PxC)/L1 (WxL1) + (WxA) + 20 + (PxB)/L1 1.0 Disqualified Disqualified whare A = Length of the conduit free-end span measured to center of gravity of the attached box or to the free-end, Inches L1 = Distance from the finger clamp closest to the attached box 0 (a2) to the aext <<aser cia P (ai). taca =
L2 = See Appendix 2A for definition of L2 and corresponding notations specific to each support type, Inches Rj , R2= See Figure 2-5 for verification of finger clamps R1 and R2 . See Appendix 2A for notations specific to-each support type W = Conduit weight per linear foot,1bs/f t. F = Tributary weight,1bs. = W(L1+L2)/24 P,Q = Weight of unsupported junction boxes, light fixtures, cast iron boxes, or flexible cuduit, lbs. Weights of these items are obtained from the Appleton and/or Crouse-Hinds Catalog.
~
L2 L1 A B t C A -
;1 W R 2
A O l
IN tPELL
'C' CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
' (Two Inch and Under) Part II--Walkdown Instructions O
NUMBER: PI-0210-053-001 REVISION: 5 PAGE 24 OF 145 TABLE 2-7 ALLOWABLE SPAN (S) AND DEAD LOAD (D) FOR SUPPORTS SHOWN IN FIGURES 2-6(a), (b), (d), (e), (f) h Allowabl e Bolt Spacing Maximum Illowable Dead Load D L (in.) Span S (ft) (1bs) L $ 12 15 85 12 < L $ 15 12 68 10 57 15 < L $ 1E 18 < L $ 21 8.3 47 21 < L $ 24 7.2 41 O l l [ O
IMP _ ELL'r* 4 TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 69 OF 145 SUPPORT TYPE 5 - WALKDOWN DATA
SUMMARY
FORMS AND INSTRUCTIONS O i O
IN tJ PELL *r
'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (TWo Inch and Under) Part II--Walkdown Instructions a ' REVISION: 5 PAGE 70 OF '145 NUMBER: PI-0210-053-001 0 "
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IN wPELL n^r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 71 OF 145 INSTRUCTIONS FOR TYPE 5 SUPPORT WALKDOWN DATA SIM4ARY FORMS The following guidelines will be used for documenting Train C Type 5 Support Walkdown Data. The Standard Abbreviations given in Section V shall be used. I. RECORD: Building Floor Elevation Room Number II. DATA ENTRIES ON TOP HALF OF PAGE 1 1.0 Column 1 TAG NO. This is the 7-digit Train C Conduit Level 2 Support number on the Yellow tag that is to be attached near or on the support. Standard Example: 2-00766 The walkdown summary sheet may be used to document walkdowns for one or more supports. 2.0 Column 2 & 3 CONDUIT ID, SIZE (IN. ) 2.1 Column 2 CONDUIT ID Record in column 2 the conduit identification number marked on the conduit. Standard Example: C-13K15138 2.2 Column 3 SIZE Record the conduit nominal size in inches. O
IN P_ t ELL n 'r" TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
' (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE .72 OF 145 3.0 ' Column 4, 5, and 6 LOCATION-DISTANCE FROM REFERENCE LINE: (FEET OR IN.)
3.1 Column 4 ELEV. (ELEVATION) Record the actual support height from the reference floor elevation. Standard Example: 6'-4" or O'-8" 1 If you are high up near the ceiling and it is impractical to measure from the floor, record the distance from the ceiling and docunent in the " Notes" space that you have done so. 3.2 Column 5 N-S : Column 6 E-W p v Record the actual distance the support is located in the N to S 1 (N-S) and or E to W (E-W) directions from the following reference points in order of preference. 3.2.1 Inside Wall Surfaces Standard Example: 3'-0" N of S Wall on E Wall 3.2.2 Reference Column Line Markers , Standard Example: 4'-0" Ea st from l '-6" 0/S E-JA (This means 4'0" East from the Column Line Marker l'-6" Offset East of Column Line JA) or add the 4'-0" to the l '-6" (i.e. 5'-6" O/S E-JA) k O
p g db IN 6.W TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 73 OF 145 3.3 Reactor Containment. Reference Azimuth and Columns Since the reactor containment is cylindrical, the conventional N-S E-W column reference lines used in the rest of the building may not be practical to use as reference lines for distance location. It is recosmended that the Azimuth locating method be utilized. The Azimuth rotates clockwise from true north. Each reactor centainment is divided into segnents of a 360' horizontal circle. Small plate markers should be found embedded in the floor indicating the Azimuth location i.e, O', 30' etc. In the Unit 1 containment, some of the walls have been painted to indicate the North, South, etc. direction and certain columns have been marked No.1 for West, etc. 3.3.1 Unit 1 Containment B-F " Column Reference Line" runs North to South with North being 90' and South being 270'. The 6-S " Column Reference Line" runs East to West with West being 0* and East being 180'. 3.3.2 Unit 2 Containment The B-F " Column Reference Line" runs North to South with North being 270* and South being 90*. The 11-S " Column Reference Line" runs East to West with - East being O' and West being 180*. O
-. ,_ _ - _ . , _.- _ _ . - _ - -- - l
_ __m_ _____
IN ws PELL *r
. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE ,74 OF 145 4.0 Column 7 & 8 COND. CLAW / SPACER CODE (CONDUIT CLAltP AND SPACER CODE)
Record the applicable manufacturer code for the clamp and spacer given below: Code Manufacturer A Appleton R Raco B Thomas & Betts G Gedney U Unknown
- 4. 0.1 Column 7 Record the clamp manufacturer's code 4.0.2 Column 8 Record the spacer manufacturer's code A
V The applicable manufacturers of various conduit sizes are listed in Table 5-2. . 4.1 Unknown conduit clamps shall be evaluated based on mix-match criteria given in PICN 009. 4.2 Conduit clamps having up to 3 spacer plates and/or any combination of shim plates and spacer plates (not exceeding a total of 3) are acceptable if their anchor bolts meet the - required embedment lengths in accordance with the allowables given in Part III, Section 2.5. If shim plates are used, one of them must be in contact with the concrete surface. Al so , the shim plates should be less than or equal to 1/2' thick. Otherwise, the support should be tagged as N. Q. (Non-Qualified) . 4.3 Hix matched clamps and spacer plates (from 2 different manufacturers) shall be evaluated based on criteria of PICH 009. O - - ww--- -<-- v ,--- , - - - - , , - - - - - - - - - - - - - - _ - - -
~ ' -- - - - __ __ __ ,_ _ _
TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT { I (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE.75 CF 145 5.0 Column 9 & 10 ADJ. SUPP. CODE (Aa]ACENT SUPPORT TYPES CODE) { 5.1 The Support is NOT ACCEPTABLE if the adjacent supports are of the following types: 5.1.1 Type 4 Rod-Iting Trapeze Supports 5.1. 2 Type 8, Rod-Hang Multi-Tiered Trapeze Supports In this case, identify the type in the " Notes" section. < 5.2 Column 9 & 10 i Record the code of the adjacent support type on either side of ' the support being evaluated under the appropriate columns. Code Support Type Q l 2 la, lb, or lc 2a or 2b A-
/o\
l 3 3a or 3b 5 5 6 6 0 Other but not type 4 or 8 (Record type in Comnents space) 6.0 Column 11 and 12 COND*h7 OVERHANG 6.1 One Hole C1 amp Record by check mark if Conduit Overhang exists (YES in Column L _ 11) or does not exist (NO in Column 12). g;< O
IN tP_ ELL s ^r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
' (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: REVISION: 5 PI-0210-053'-001 PAGE 76 OF'145 6.1.1 Figure 5-3 attached shows the various type 5 support conduit overhang variations.
6.1. 2 Table 5-6 attached shows the procedure for' calculating support loads of conduit overhang configurations shown in Figure 5-3. 6.1.3 The attached tables listed below give values of Total Dead Load at Supports R2 and R1 for the given conduit size and various fixture types. . i Conduit Fixture Size Weight Table (in. ) Fixture (1b s) 5-7 3/4 -Type FD or FS CI Box, 2-7/8" x 4-5/8" 3 5-8 3/4 Type FD. CI Box, 4-5/8" x 4-5/8" 4 5-9 3/4 Fire Detector W/CI Box 5 O s-i0 5-11 i 1 T1Pe ro or es CI sox. 2-7/8 x 4-s/8-Type FD CI Box, 4-5/8" x 4-5/8" 3 4 5-12 1 Fire Detector W/CI Box 5 The values in Tables 5-7 to 5-12 inclusive have been calculated using the equations of Table 5-6. 6.1.4 Section IV gives En evaluation of dead loads for Type 5 Supports having " bolted" and " unbolted" Itght fixtures present. . 7.0 Columns 13 and 14 DISTANCE TO ADJACENT BOLTS , The adjacenc support anchor bolts are those bolts of supports which are near the evaluated support. The minimum spacing requirements are specified in Table 5-3. The distance to the adjacent bolts is i measured from the center line of the evaluated bolt that is closest to the adjacent bolt. k i
TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions
! NUMBER: PI.0210-053-001 REVISION: 5 PAGE 77 OF 145 l
7.1 Column 13 SIZE Record bolt size (in. ). 7.2 Column 14 DIST. (DISTANCE) Record the distance from the centerline of the evaluated bolts nearest to the centerline of the most critical adjacent bolt within the minimum spacing given in Table 5-3. There may be M' several adjacent bolts of different sizes. Identify if any nearby (or adjacent) bolts violate the minimum spacing requirements given in Table 5-3. If they do, the support will be non-qualified and so noted on the walkdown data sumary sheet. 8.0 Column 15 COPMENTS/ SUPPORT DEFICIENCIES 1 8.1 Comments O Record any comen':.:, or Referenced Notes in the space provided
- for Notes (e.g., fire protection material on conduit / supports, conduit support attached to cable tray). If the support is attached to cable tray, it will be non-qualified and so noted on the walkdown data suinnary form.
8.2 Support Deficiencies (if arty) Document any support deficiencies such as oversized clamps and -
- bolts, loose bolts, or any other design violations.
III. DATA ENTRIES ON BOTTOM HALF OF PAGE I 1.0 Column 16 TAG NO. This is the same 7-digit Train C Conduit Level 2 support tag number on the yellow tag attached near the supported recorded in Column 1 on the top of the page. Maintain the same sequence as that in Column 1. Standard Example: 2-00766 Q
IN JPELL"r TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE ,78 OF 145 i 2.0 Columns 17 to 24 $UPPORT ANCHOR BOLTS 2.1 Columns 17, 18 4 19 SIZE 1/4", 3/8",1/2" Hilti Kwik Bolts. Check the appropriate column for the anchor bolt size. 2.2 Column 20 LETTER STAW Record the letter stamped on the top of the threaded part of the anchor bolt and the corresponding anchor bolt length. This letter code identifies the length of the anchor bolts as given in Table 5-1. Illegible letters disqualify the bolts and this should be recorded in the space for notes. 2.3 Column 21 RED I.L. (RED INSPECTOR'S LAQUER) Record YES or NO if a dab of red inspector's laquer has been O .PPi ied oa the 6ait aad the aus. This red iaauer iadicates that the nut had been torqued to a specified torque and witnessed or verified by the quality control inspector. 2.4 Column 22 PROJ. LENGTH (PROJECTION LENGTH, IN.) 2.4.1 For Supports Mounted to Walls or Ceilings, f Record the projection length in inches which is the bolt - - length from the wall or ceiling surface to the top of the bolt. This should only be done for supports with multiple spacers / shim plates. Record in "Coinnents" if the bolt is inaccessible. l l l l 2.4.2 For Supports Mounted to the Floor. ' For floor mounted grouted bolts only, measure and record i the bolt projection length in inches from the top of the l bolt to the floor surface. Add to it the floor topping thickness, if any, as obtained from structural drawings. i l O t
IMP _E_LL@ l TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l (1Wo Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 79 OF 145 l 2.5 Column 23 EMBED. LENGTH (EMBEDMENT LENGTH, IN.) l Record the embedment length in inches, which is defined as the bolt ler.gth (given in Table 5-1) minus the projection length obtained in Section 2.4 above. Criteria referenced are from CEI-20, Rev. 9. , 2.5.1 Criteria for Minimum Embedment Lengths are: l p 1.125 for 1/4" bolts 1.625" for 3/8" bolts i
) 2.250" for 1/2" bolts 2.6 Column 24 EDGE DIST. (EDGE DISTANCE, IN.)
Record the distance from the center line of the bolt closest to the edge of the concrete to one of the applicable edges given ! below. Criteria referenced are from CEI-20, Rev. 9. O 2.6.1 Free Concrete Edge Criteria are: 11.250" for 1/4" bolts I
)1.875" for 3/8" bolts )
y 2.500" for 1/2" bolts 2.6.2 Dabednent Edge . Criteria from the Edge of the Embedment plates
- are:
! 4 5.250" for 1/4" bolts i 5.875" for 3/8" bolts
>, 6.500" for 1/2" bolts
- where embedded steel plates are unoccupied by i attachments for a minimum distance of 12 inches on both I sides of an existing Hilti bolt location, the center of ther bolt may be as close as practical to the edge of the plate without damage to the plate. This criteria is taken from CEI-20, Rev. 9.
!O i l
IN tJ PELL *r* TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 80 OF 145
/ , 2.6.3 Penetrations (open or sleeved) Edge. Criteria are: b 1.250" for 1/4" bolts 31.875" for 3/8" bolts
>, 2.500" for 1/2" bolts 2.6.4 Abandoned Hilti Bolts or Holes (open and grouted), and Embedded Anchor Bolts that are cut off.
2.6.4.1 Criteria for Overhead Holes:
> 1.000" for 1/4" bolts
? 1.500" for 3/8" bolts 4 2.000" for 1/2" bolts 2.6.4.2 Criteria for all other abandoned Hilti bolts or '
O Holes (open and grouted) and embedded cut off anchor bolts: , b 0.500" for 1/4" bolts 3 0.750" for 3/8" bolts
>< 1.000" for 1/2" bolts Note: Record all required data for supports that do not qualify due to not meeting minimum edge distance criteria given above. State in the " Notes" space that the support did not qualify because it did not meet -
minimum edge distance criteria. O i
W t__1r I TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE ,81 OF 145 3.0 Columns 25 & 26 ADJACENT SPAN, IN. Measure and record the Vertical and/or Horizontal directions effective span on each side of the support being evaluated whichever 1s applicable. Measure from the centerline of the evaluated support k; l to the centerline of the adjacent support. 4.0 Columns 27 to 31 TRIBUTARY SPAN OR WDL (TRIBUTARY SPAN OR DEAD LOAD) 4.1 Column 27 T.S. (TRIBUTARY SPAN, FT.) From the values for SPAN 1 AND SPAN 2 in Columns 25 and 26, calculate and record: T.S. = 1/2(SPAN 1 + SPAN 2) 4.2 Column 28 WC (LB/FT) O Record WC = Weight per linea foot of attached Conduit (from Table 5-4). 4.3 Column 29 WDL (GRAVITY / DEAD LOAD ON SUPPORT, LBS) Calculate and record WDL = (WC x TS) + WA Where WC = weight per linear foot of attached conduit
~
TS = Tributary Span O
W _y 1 l TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 82 OF 145 l l 1 WA = Additional weights on conduit where applicable, such as smoke detectors and/or CI boxes, grounding i cables, condulets, fire protection material, or l flanges . Make a note of WA used in the space 1 provided for notes on the bottom. Weights of ' various condulets are provided in Table 5-5. The , weight of copper grounding cable is given in Table 5-14. 4.4 Columns 30 & 31 ALLOWABLE 4.4.1 Column 30 SPAN (FT) , 1 Record maximum allowable span length from Table 5-13. l 4.4.2 Column 31 WDL (LBS) Record maximum allowable gravity / dead load from O Table 5-13. l 5.0 Columns 32 & 33 ACCEPT SUPPORT The criteria for tributary span (TS, Column 27) is that this value will be less than the allowable span (Column 30). The criteria for gravity load (WDL, Column 29) is that this value is less than the allowable gravity load (Column 31). If the allowables are met, and if the support meets all of the other given criteria in the Walkdown Data Summary, affix a yellow tag to the support to indicate that the - support is qualified and place a check mark in Column 32. If the support fails to meet the criteria, put a Not Qualified (NQ) white sticker on or near the support and place a check mark in Column 33. O
IN JPELL *r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: REVISION: P I-0210-053-001 5 PAGE 83 OF 145 IV. EVALUATION OF DEAD LOAD FOR TYPICAL CONDUIT CONFIGURATIONS WITH NEARBY UNDOLILU" AND ~5ULILU" LIGNI tlXIUML5 This section describes the procedure to evaluate the dead load (WDL, l Column 29) for typical conduit configurations supported by Type 5 ' supports with nearby ' unbolted' or ' bolted' light fixtures. This I ! procedure is for the case when the supports adjacent to the light fixtures are type 5 supports (i.e., supports R1, R 2 R3 , R4, and ] RS ). Also, supports adjacent to the Type 5 supports should be 3-way restraints. Typical configurations are discussed in Sections 1.0 through l 5.0. If any additional weights are present on the conduit run (e.g., l flanges, etc.), they should be considered appropriately. I 1.0 Configuration 1 FREE DC O - -a P,,^
".1 R2 ,y e b, , m,
- - R4 CI 80X
- Rs
~
3RuND s When evaluating the support loads on R< and R2 , ignore conduit runs C and D. Evaluate the tr' butary conduit weight for supports R1 and Rp. Distribute the weight of the CI box to R1 and R2 considering the span from R1 to R2 as a simply supported beam. e When evaluating the supports loads on R 3 and R4 , ignore conduit runs A and B. Evaluate the tributary conduit weight for supports R3 and R4 . Distribute the weight of the CI box to R3 and R4 considering the span from R3 to R4 as a simply supported beam.
]
l
--*a------m - - - - - - - - - _ *wa- ---------,----------------.-.,---------g- - - - - -- -,.., - w- , , - - - - , - ------.w.-ww
W(PE.LL$ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 84 OF' 145 I 2.0 Configuration 2 FREE DE RLM c A1
- R3 7, A R1 '
y ,y 8
, @ED - (E!SHT=P)
A 2, { RLN D rnr.t. DE O e Evaluate R1 and R2 as in Configuration 1. e Supports R3 and R4 will be evaluated by ignoring conduit runs A and B. The support reaction loads at R3 and R4 will be evaluated as follows: R3 = P + W(A) + L)/12 R4 = P + W(A2 + L)/12 Where W = conduit weight per linear foot, lb/ft. - A1 , A 2, L as defined above, inches. P= weight of C.I. box, Ib. The above equations will be used when both, 1A /L 61 and Ag/L 4 1. If this condition is not met, both R3 and R4 will be non-qualified. O
W<P_EU_.@ TITM. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
. (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 85 OF 145 3.0 Configuration 3 i
FREE EM3 AL
- R3
^
Y-
.Y I
. .s yni.m o O
e Evaluate R1 and R2 as in Configuration 1. e Support R3 will be evaluated by ignoring conduit runs A and B. The support reaction load R3 will be evaluated as follows: R3 = P + W( A + L )/12 Where W = conduit weigt.t per linear foot, Ib/f t. - A , L as defined above, inches. 5 P= weight of C.I. box, Ib. The above equations will be used when both, A/L $ 1. If this condition is not met, R3 will be non-qualified. e Supports R4 and R5 will be evaluated by ignoring conduit runs A, B, and C. The weight of the light fixture will be treated as a conduit overhang and the support loads for R4 and R5 will be evaluated using Table 5-6. O
IN<P_EL_L$ , TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions < NUMBER: PI-0210-053-001 REVISION: 5 PAGE .86 OF 145 1 4.0 Configuration 4
^
>: ?-
R2 ,RUN B LNBoLTED
. nz CI Box
- - R4 TED -
- Rs FIXTLAIE RUN C O
e Evaluate R1 and R2 as in Configuration 1. e For evaluation of loads on R3 , R4 and RS , ignore conduit runs A and B. Treat the unbolted CI box and the unbolted light fixture as overhangs on Run C. There should be a minimum of three supports between the two concentrated weights (boxes or fixtures) in the configuration above. Detennine the loads on R3 , R4 , and R5 in two steps using procedure in Table 5-6.
~
Step 1 L A _. I
;n n n EVALUATE R3 AM3 R4 R5 R4 R3 l
O ! i l 1
W(P_EU_.@ ) I ) TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 87 OF 145 j Step 2 : A L g g g b EVALUATE R4 AM) R5 l e For R4 , the total load is evaluated by adding Steps 1 and 2 (the tributary weight of conduit should not be double-counted). j l l O i l l
)
l
~
i O l
L%PELL*sr TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
. (TWo Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 88 OF 145 5.0 Configuration 5 et aox
_ L2
- L1_ _ L3 L4 -
RUN 3 r RUN A; , c R1 R2 LE "d$icR A BSIs RUN C g q nur.E De O e If the CI box is boited to concrete with a .ini . of t.o siiti anchor bolts, the weight of the CI box is assumed to be carried by the bolts. e Evaluate support loads on R1 , R2, and R3 considering the following tributary equations. Rj = W(L1 + (L2)/2)/12 (Lt )/2)/12 R3
- WIL S+ 6+ /12 R2 " WIL3 L Note: L6 $ 1.0 for R3 to be qualified provided that, in addition, Di it meets all the other requirements for Type 5 support.
if L6 7 1 0, R3 is NQ. G where W = Weight per unit length of conduit, lb/f t. - L1, L2, L3, L4, LS, L6 = As defined in the Figure above, Inches O
IMP _ ELL"r J TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 89 OF 145 Y. STANDARD ABBREVIATIONS The following abbreviations can be used: BC = Electrical Fitting In-Line With Conduit (see Table 5-5) C = Electrical Fitting In-Line With conduit (see Table 5-5) CL = Clamp D = Finger clamps having more than one spacer plate or shim plate used with one or two spacer plates D = Down E-W = East to West FD = Fire Detector GP = Grouted Penetration GTA = Greater than allowable H = Horizontal I.D = Identification I.L = Inspector's Lacquer JB = Junction Box.
@= Loose anchor bolts and finger clamps. Broken clamps are considered a quality control problem and the support should be considered as qualified if it meets all the walkdown allowable
\ criteria and requirements. L = Left LB = Electrical Fitting for 90' Bends (see Table 5-5) LBD = Electrical Fitting for 90' Bends (see Table 5-5) LF = Light Fixture
= Less than allowable
( = Clamps and Spacer Plate mixed matching S= North to South NQ = Non-(kalified NY R
=
=
Not Visible Right - k SP = Spacer Plate TS = Tributary Span U = Up V = Vertical WA = Additional Weights on Conduit WC = Weight per linear foot of attached conduit WDL = Gravity / Dead Load on Support O l l l
IMP _EL_Ld5 4r TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 90 OF'145 l-HILTl BOLT o
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* : g .... * ',. '. *. . ll * *:'..o .*
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. . o : :. . ; *o -l ,':
1 1 1 T - Up to 3 Conduit Spacers'or _ a Combination of Conduit Spacers and Shim Plates
}/ (each less than or equal O PIPE STRAP i
4 1 Imte: 1hese supports inay be mounted in any direction and on the wall, ceiling or 11oor surface on1y. i FIGURE 5.1 Type 5 Support - Finger Clamp O
IN LP_tLLW "" TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 91 OF 145 L ,- <
. m,m, g in e a:cciven s
,C_________^.
-q 2---L --
Type 4 Support
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0 /.' L.- i '
,/,,
s
.a ,IP (eneauc
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/ ~ N .
,s f ..
*ese , !
p ., . . .
**' ca i Type 8 Support FIGURE 5.2 Typical Type 4 and Type 8 Supports O
PtLL U IM k-ro. TITLE'. A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 92 OF 145 CONDUIT CONDUIT h M FINGER FINGER CLAMP Rg CLAMP Rg a: 4: L1 L1 FINGER FINGER CLAMP R2 CLAMP R2 t: a: A A FLEXIBLE CONDU1T OR CABLES O LIGHT FIXTURE OR EQUIPMENT COPPONENTS CAST IRON BOX (CIB), ATTACHED TO NALL OR NOT ATTACHED TO NALL FLOOR OR CE! LING OR FLOOR OR CE!L!NG
. RE CONDUIT a:
R NG R {NGR
, , , / L1
[C R2 L!GHT F!XT N OR ICONT!NUOUS a:i gDNT!NUOUSDNDUIT CONDUIT CONOUTT A TO A NALL OR FLOOR FREE END OR CEILING - FIGURE 5.3 Type 5 Support - Conduit Overhang O
uvgra gy TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 93 OF 145 TABLE 5-1 2 ANCHOR BOLT LENGTH IDENTIFICATION STAMP SYSTEM Letter Stamped on Anchor Bolt Anchor Length (in.) A 1-1/2 8 2 C 2-1/2 D 3 E 3-1/2 F 4 G 4-1/2 H 5 I 5-1/2
- J 6 K 6-1/2 L 7 O i-'/2 0 8-1/2 P 9 Q 9-1/2 R 10 S 11 T 12 O
l
IN P_ t ELL "1r" TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions NUMBER. PI-0210-053-001 REVISION: 5 PAGE 94 OF 145 TABLE 5-2 APPLICABLE MANUFACTURERS OF VARIOUS CONDUIT SIZES Conduit Size (in.) Manufacturer 3/4 Appleton 3/4 Thomas and Betts 1 Thomas and Betts 1 Raco 1 Appleton h 1 1/2 Appleton
- 1 1/2 Thomas and Betts O i i/2 Raco 2 Appleton 2 Thomas and Betts 2 Raco 2 Gedney I
O
L%P_ Ell.@ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 95 OF 145 TABLE 5-3 ALLOWABLE DISTANCE TO ADJACENT BOLT REQUIREMENTS BETWEEN DIFFERENT SUPPORTS Evaluated Adjacent Bolt Bolt Minimum Diameter Diameter Spacing (In.) (In.) (in. ) 1/4 1/4 2-1/2 1/4 3/8 3-1/8 1/4 1/2 3-3/4 1/4 5/8 4-3/8 1/4 3/4 5-0 1/4 1-0 6-1/4 1/4 1-1/4 7-1/2 3/8 1/4 3-1/8 3/8 3/8 3-3/4 O 3/8 1/2 4-3/8 5-0 3/8 5/8 3/8 3/4 5-5/8 3/8 1-0 6-7/8 3/8 1-1/4 8-1/8 1/2 1/4 3-3/4 . 1/2 3/8 4-3/8 1/2 1/2 5-0 1/2 5/8 5-5/8 1/2 3/4 6-1/4 - 1/2 1-0 7-1/2 1/2 1-1/4 8-3/4 . O
uvgrAg gp TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
' (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 96 OF 145 TABLE 5-4 WEIGHT OF VARIOUS CONDUIT DIAMETERS Conduit Condui t Diameter Weight (inch) (1bs/ft) 3/4 1.5 1 2 1-1/2 4 2 5 3 13 4 19 5 23 i
j i O
IN w PELL(r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 97 OF 145 TABLE 5-5 WEIGHT OF VARIOUS CONDULETS AND SM0KE DETECTORS i i 1 l INNUFACTURERS, CONDULET CATALOG NO. AND IEIGHTs (Ibs) l l l 1 1 i l n l CROUsE Ale HIN06 APPLETON l I Con 0UIT l l [ l l I i l l O!AfETER (IN) L8 L30-1100 C-( ) SC-( ) La( l 41 LBO(_) el I C(_ el ) 1/2 .96 1.4 1 (17) -- .77 (50) 1.10 (50) .79 (50) 3/4 1.24 2.2 1.3 (27) -- 1.03 (75) 1.64 (75) 1.13 (75) 1 1.9 2.7 1.7 (37) 3.2 1.41 (100) 2.39 (100) 1.64 (100) 1-1/2 3.4 11.0 5.5 (57) 6 4.07 (150) 7.95 (150) 3.96 (150) 2 5.2 11.6 5.6 (67) 7 7.53 (200) 9.31 (200) 7.18 (200) La Lao LSD x
" CN, txn a C sc Ie s l [1 i ,
Notes: (1) The weight of smoke detectors is 1-1/2 pounds. (2) The majority of smoke detectors are nonna11y attached to CI boxes. Add the weight of the CI box (obtained from the Appleton or Crouse-Hinds catalogs), to the 1-1/2 pound smoke detector weight. (3) Weights listed above do not include wiring inside the condulet. O
IN tP_E11@ TITLE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O PI-0210-053-001 NUMBER: REVISION: 5 PAGE 98 OF 145 TABLE 5-6 PROCEDURE FOR CALCULATING SUPPORT LOADS OF CONDUIT OVERHANG A/L1 Support Load Rj (lbs) Support Load R2 (lbs)
.20 F + 0.2Q + (PxC)/L1 (WxL1)/2 + 1.l(WxA) + 1.20 + (PxB)/L1 )
.2 A/L1 .5 F + 0.5Q + (PxC)/L1 (WxL1)/2 + 1.25(WxA) + 1.5Q + (PxB)/L1
.5 A/L1 1.0 F + 1.0Q + (PxC)/L1 (WxL1) + (WxA) + 2Q + (PxB)/L1 1.0 Disqualified Disqualified where A = Length of the conduit free-end span measured to center of gravity of the attached box or to the free-end, Inches L1 = Distance from the finger clamp closest to the attached box O ("2) * '"' "'** " " ' '"a ("i) '"ch*'
L2 = Distance from R1 to adjacent 3-way support, Inches (see Note 2) Rj , R2- See Figure 5.3 for verification of finger clamps Ri jh and R2- R 2 shall be documented as " overhang condition"1 and R supports. W = Conduit weight per linear foot, lbs/f t. F = Tributary weight, lbs. = W(Ll+L2)/24
~
P,Q = Weight of unsupported junction boxes, light fixtures, cast tron boxes, or flexible conduit, lbs. Notes: (1) TS is not required to be recorded for R1 and R2 (actual and allowable) and "N/A" or " " should be used in these columns on the suumiary sheets. (2) If there are any one or two-way supports next to Rj and on the L2 side of R ,1 support R1 should be NQ. L2 m L1 A B t C i v T O i, ,q -
..__ - _- _ _..._ _ _ __ _.. _ _ __ _,_ ~_ . _ ... _.. _. _ . _ _ _ _ _ . _ _ _ _ . ._ _ - . _ _ _ _ _ . _ _ _ _ _ _
i I PELL
- ro. @
TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAINCONDUIT 'C' (1Wo Inch and under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 99 OF 145 TABLE 5-7 C00eDUIT $12Es 4* F3NTURE: Type FD or F5 C.I. Son (2'/g$4 kg i ~ R1 R2 i r u so .-
* % Fisture Any 3-Way 1 -
~
Support ? L ' F4'*" 2
) '1 A ; ! (FT) (FT) (FT)
TOTAL DEAD LOAD AT SUPP0af m2 (L883 0.5 1 2 3 4 5 6 7 e , 0.25 f. 3 5.1 T. F ' 43 T. o 18 65 9. 3 10 0 10.8 l o.5 75 62 (.9 61 7. 4- 8.1 89 %T 1o.4 i t . 2. l Q o.75 1.0 s.6 14 s.1. 18 9.0 19 8.6 9.4 8.6 9. a io. i io.s si.4 9.o 98 10.5 11 3 82 . o 1.25 ao.q q.i q.8 10 6 18 3 101 if.7 12 4 1.5 - - 11 3 94 10 3 11 1 116 12 6 11.1 12 8 1.75 - li. 6 13.t 10 8 11 5 11.1 11 0 13. s r3. 2. 2.0 - - 12.o i1.5 li.3 12 .0 112 8 11. f 14 3 is.o i f
~
TOTAL DEAD LOAD AT SUPPORT R1 (LSS) 2 4 5 6 7 8 9 to 11 12 14 16 A/Li(0.2 21 3.6 44 F.I f. 4 6. 6 74 61 8.1 1. (, fl .1 12'. 6 l .2(a/L34 5 3. 0 45 5.3 C. 0 48 7.5 83 9.0 9.P lt. r n.. o 13.5
.5 4A/Li (1. A.5 60 ,68 75 8.3 cl.0 96 80. 5 11 3 12.0 13.5 If. 0 g
! IICTES: 1) Conduit mer be oriented in any direction. !' 2) Leeds shown above go directly in column 29 of the Train C Type 5 Seaport Walkdown Summary Fors. I i O i i L_-._-.._______.._
I PtLL comuro. U TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (TWo Inch and (#ider) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1000F 145 TABLE 5-8 CONDUlf IIIts M. FIRTutt: Tree FD t.I. Dos (4k'm4fg') i R #2 I l r u . ,1 .- _ _ Any 3-Way /I [ . .
% Fiature Support i L "
2
) '1 A ' '
l (FT) (FT) (FT) f TOTAL DEAD LOAD AT SUPPORT R2 (LBS) 0.5 1 2 3 4 5 6 7 8 9 c.25 6.8 11 6. 7 1.5 82 9.o 9.1 10.s' 11 2 12 . 0 c.5 9.f 7.7 8.4 79 86 9.4 80 1 10.9 ti.4 12. 4 c.75 10.6 89 9.7 90 98 10 5 ll.3 12, 0 32 , 3 1.0 11. o 94 10.I 10.9 18 1 11. O i1.1 12.5 13 2 1.25 - 12 .9 10. 6 11.3 12.1 11.8 11.I 11.al 13.6 1.5 - 13 3 11.1 I I. B 17. 6 13.*1 14 .I 11.3 14.0 l 1.75 - - i36 15 1 82 3 13 0 13.8 to .5 15'.3 14. 4
. 2.0 -
14 o 15 5 11.8 13. 5 84 3 15 0 15 8 16 . 5
. i
~
TOTAL DEAD LOAD AT SUPPORT R1 (LSS) 2 4 5 6. 7 8 9 to 11 12 14 16 i A/Lgfo.2 2. .! ?.8 4.( y, g (I 6.8 74 f.? '1.1 9.6 11 3 12 . 8 i
.2( A/Li t.5 36 T. 0 5.9 6. 5 1.? 6. 0 88 9.5 10. 1 11 . 0 12.f 14 0
.5 (A/L (1. 5.53 1.9 1.8 0.5 9.3 io.o to. 8 #l. 5 tiJ li3.0 14.5 16.o le0TES: 1) Conduit may tre oriented in any direction.
- 2) Loods shown above so directly in solumn 29 of the Train C Type 5 Soport WeLkdown Summery Fore.
i i O i i
~
INw PELLs "r CONDUIT TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (hvo Inch and Wider) Part II--Walkdown Instructions C NUMBER: PI-0210-053-001 REVISION: 5 PAGE 101 OF 145 , TABLE 5-9 CON 0UIT SIZEm /4 F2XTURE: F4ee setector w/t.1 son l A R2 i e u , ,t .. ,,, ,_
% Fisture
'2 L1 A , y gtyg)
I (FT) (FT) (FT) TOTAL DEAD LOAD AT SUPPORT R2 (L833 0.5 1 2 3 4 5 6 7 8 9 0.25 83 87 1.9 8.7 9.4 l o ."A. 10.9 11.7 12A 11 1. 0.5 ll.f 9.1 q.q 9.1 98 10 6 fle3 12 1 11 8 11 6 0.75 12.( 10. 4 ll .1 in. 2 fl,o l1 1 11 . 5 13 1 64 0 1.0 - 13.0 10. 4 11.& 12 4 11 4 61.'1 11.9 13 . 1 14. 4 1.25 - - i(.q 12. l l13 #3,6 64 1 tL 3 64 1 34. 8 1.5 - - 85 2 11 6 8L3 (4 1 14 8 f f. & 14 5 15.1 1.75 - - sr.4 L1.1 it.8 84.s 1f.3 16. 0 it.8 is. 6 2.0 - - 46.0 11 5 14 . 3 15. 0 1f.8 14 5 11 3 18 . o TOTAL DEAD LOAD AT SUPPORT R1 (L95) 2 4 5 6 7 8 9 10 11 12 14 16 A/Lt (0.2 76 4. 0 A.6 5. 5 6.3 1.o 78 B.5 9.3 10.0 11 . 5 #3. o
.2 ( A/Li (.5 4.0 S5 (3 10 7P 6.C 9.3 10 0 108 11 . 6 13. 0 I4. 5
.54A/Lj(1. 6. 5 6.Ci 88 't . 5 ic.3 it. o it.B 11.f 13 3 14.0 if.E 17.0 le0TES: il Cor.duit mer be oriented in any direction.
- 2) Leeds shown above 30 directly in coton 29 of the Train C Type 5 Support tfalkdown Summary Fore.
O
glgg W-TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and under) Part II--Waikdown Instructions O suusea: PI-ozio-osa-ooi aavisio~: s eaos iozor 14s 4 TABLE 5-10 CONDU1T $1ZE= l# FIITung: Type F3 or FS C.I. Son (2h*m41s*) _
! I ~
at na i r u .- .o _ ,_ N iature F A ,.,-..y /I . ) l
'2 (FT) 1 'i (FT)
A (FT)
'!:i";;. 3 a. )
TOTAL SEAD LOAD AT SUPP0af 32 (LBS) o.5 1 2 3 4 5 6 7 8 9 c.25 56 6.t 6 2~ 72 8.2 92. so.2 li.2 12 2 11.2. c.5 F. o 66 18, 7.1 61 4.1 80 1 11 1 it.1 13 7 Q o.75 95' 64 9.4 A.3 80 1 11. 1 r2.3 s2.5 #4 3_ 1.0 - so.o 40 10 0 l1 0 l0 8 11 8 12. 8 11. 9 sa.$ 1.25 - ~
- 12. s 10 6 11 6 12 4 12.6 13.4 14.4- 15 4 1.5 - -
13.o 113 11 3 11 3 14. 3 15.'3 'd 9 15 9 1.75 - 12 5 15 5 11.i l3 9 14 9 15.4 16. 1 18.f 2.0 - - Id .o 16 0 11 5 14 5 IS.f 16 5 11 5 it.f TOTAL DEAD LOAD AT SUPP0tf RS (LBS) 2 4 5 6 7 8 9 to 11 12 14 16 A/Lt (0.2 26 4. (- 5. 6 6.6 1.6 8.6 U6 10 6 11. 6 12 6 Ld . ( I4_. 6
.2 ( a /Ltg.5 2.5 55 65 15 8.!_ %5 to.5 f f.5, _
12.5 # 3. 5 15.5 17 5
.5<a/L4(1. S.oi y. c, s. o q.o io.o 11 0 12 0 , 11.0 14 0 s 5. 0 11 0 19.0 te0T(St 1) Conduit may be oriented in any direction.
- 2) Leeds shown above go direttty in column 29 of the Train C Type 5 Seeport Wethdown Summary Fors.
I O l i l
IN P_ t ELLn 'r" TITLE. A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT
' (TWo Inch and under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 103OF 145 TABLE 5-11 CONDUIT 512t= l FIITuat Tree FD C.I. Sea (4'4 s4fg )
i R1 R2 a no .- .
% 1sture F Anr Jr-wr --
A g 3 , g 3 g y3
" 4- (L85)
TOTAL DEAD LOAD AT SUPP0af R2 IL83) 0.5 1 2 3 4 5 S 7 8 9 0.25 7.1 1.6 74 8.4 9.4 80. 4 11.4 11. 4 13. 4 14 4-0.5 10.0 8.'5 1. 3 09 99 losi 11 9 12 4 13 9 14 9 0.75 - #1.y t r.9 10 9 10.5 ll.i 12 5 13 5 14 5 #S f 1.0 - 12 0 10.5 11 5 12.F 87 0 87 0 84.o # F.o it. o 1.25 - Id.f 11 1 11 1 14 .l e5 1 14 6 15 6 16 6 1.5 - - es.c 11 8 83.8 14.8 15 8 14 8 16 1 17 1 1.75 - - is.5 11 5 14.4 15.4 14 4 17.4 13 4 17.7 2.0 - st.o 18,0 is.o 86 0 81 0 19 0 11 0 10 0 t t 7 TOTAL DEAD LOAD AT SUPPORT Rg (LDS) 2 4 5 6 7 8 9 10 11 12 14 16 A/L140.2 7. 8 48 F. S 68 T.B f.B 9. B to.B 18 8 n.8 Hf 15.'&
.2(AIL,4.5 40 60 T.o 0.0 e.0 s 10. 0 11. 0 12 0 IL O la .o 1C.0 16.0 5<*/L1 (1. 60 6.0 9.0 Ic.o ll.o 12. 0 IL 0 14 0 f f. r' # 6. 0 88.0 20. 0 te0TES: 1) Conduit mer be oriented in any direction.
- 2) Leeds shown above 30 directly in column 29 of the Train C Type 5 Soport Idelkdown Summary Form.
4 O
IN tJ PELL *r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and thder) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1040F 145 TABLE 5-12 C0ercUIT 5!!Es I FIXTutta Fire Detector w/t.I. Sos I
/
n, at i
, u ,, .. _ _
j % 1sture F
=~ i I
L, ttT) L, (FT) trt) w:., ,L.,, TOTAL DEAD LOAD AT SUPP0af R2 (LSS) A c.5 1 2 3 4 5 6 7 8 9 c.25 8. & i.I S.6 ~ 9.6 to.& II. 6 11 . 6 13 4 14 6 15. d c.5 it.o q.g 10.8 #o.1 :: . l 11.i 13.1 e41 is.g 14. l 0.75 - 13 5 f t.4 i24 i t.1 it.1 it.1 is .'1 is.1 16 1 1.0 - 14 . o 12.0 it.o 14 . o ' i3. 7. i41 15 1 6.2 17. t 1.25 - - 16.g G.6 L4 6 15 6 16.6 15 8 IL.8 11.8 1.5 - 11 . o i4. 3 15.'3 16.'!. 11 1 IB.~4 'l '3 18 3 ' 1.75 - - 11 5 19 5 it.i 16 9 11 .4 18 4 Pl.4 18 .9 2.0 - 18.0 20.0 l(.S 11. 5 88.5" li .T 10.f 21 5' l
~
l TOTAL stan Lono AT surroaf n, (Les) l
5 6 7 8 9 10 11 12 1A 16 2 A A/Li(o.2 3. 0 50 f.0 70 6. o 90 10. 0 it.o 12 0 11 0 15 . 0 17.' O
.2( A/L t.5 4.5 65 T.s B.5 cl .5 so.s i
it.s n .5 it.5 r4 5 16 5 te.s
.5 4A/L3 (1. 7.c 90 10.o i1 0 it.c 13.0 64. o #50 i6.0 11. 0 18:. 0 21. 0 ;
se0Tts: 1) Conduit may be criented in any direction. l l
- 2) Loads shown above go directly in column 29 of the Train C Type 5 l Soport idethdown Summary Fore.
O
O o o e z --e < C --I # TASLE 5-13 E r- 7 TTPE 5 $UPMuti - NAI5est DEADNEIGMT ON SWPORTS ANO y P.1 O l NAI1Mtat TRIOUTART SPAN IN ANY HDRIZONTAL OIRECTION _,
'd x ${l 3 *F A; une. colt Liamp nenufacturer a
g '# N' ' Elev. Ceneuft inemos a setts naco reecy O n7 l Su11 ding (ft.) Diameter fin) spieton neas Wetet Tributary need vef pt Irftutary need wefp t Tritetary seas wevet Trftutary $ 7Q (Ibs) Span (ft1 (Ibs) Span (ft) (Ibs) Span (fti (Ibs) Span (ft) o e s<m a 12.0 8.0 -- -- -- -- w" teactor hove 3/4 8.25 5.5 5.0 15.0 7.5 12.0 6.0 -- -- WM Sullding 886, 1 11 S 8' m I Internal 1 1/2 12.0 3.0 3.5 16.0 20.0 4.0 4.0 14.0 20.0 3.5 4.0 22.5 4.5 gN i Structure) 2 17.5 z 9.0 -- -- -- ,z Fram 3/4 9.0 6.0 13.5 --
*A l 7.0 8.5 14.0 --
En 886. I 11.0 5.5 17.0 5.0 16.0 4.0 -- -- l to 861. 1 1/2 2 12.0 20.0 3.0 4.0 20.0 22.5 4.5 22.5 4.5 27.5 5.5 m"
- -e l 'M l
' S6C. 3/4 10.5 7.0 13.5 9.0 -- -- --
" E" 15.0 7.5 k
and 1 13.0 6.5 20.0 10.0 ".'* 1 1/2 14.0 3.5 22.0 5.5 ' 20.0 5.0 -- -- w below I 2 25.0 5.0 5.0 27.5 10.5 5.5 7.0 27.5 5.5 32.5 6.5 @ O z {ym
' ~ '
Osntai n. have 3/4 7.5 "
=
i 9 51 , 10.0 5.0 14.0 7.0 11.0 5.5 -- --
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sent 1 16.0 4.0 14.0 3.5 -- -- Sullding 1 1/2 2 10.0 15.0 2.5 3.0 20.0 4.0 20.0 4.0 22.5 4.5 EE
~
5.5 12.0 8.0 -- - -- -- 2 n. 8.25 1 Fron 9 51 . I 3/4 11.0 5.5 16.0 8.0 13.0 6.5 -- -- 3-an 12.0 3.0 18.0 4.5 16.0 4.0 -- -- to 906. 1 1/2 2 20.0 4.0 22.5 4.5 22.5 4.5 27.5 5.5 305 905. 3/4 9.75 6.5 13.5 9.0 -- -- -- -- 5
-e 13.0 6.5 19.0 9.5 15.0 7.5 -- --
and 1 5.0 -- 1 1/2 14.0 3.5 22.0 5.5 20.0 -- below 27.5 5.5 32.5 6.5 2 22.5 4.5 27.5 5.5 y p 3/4 9.0 6.0 13.5 9.0 -- -- -- Electrical move 19.0 9.5 15.0 7.5 -- -- m Su11 ding 830. I 12.0 6.0 14.0 3.5 20.0 5.0 18.0 4.5 -- -- 1 1/2 25.0 5.0 30.0 6.0 o 2 22.5 4.5 25.0 5.0 m
-- 0 A30. 3/4 11.25 7.5 14.25 9.5 -- -- --
i 15.0 7.5 21 .0 10.5 16.0 8.0 -- -- l and below 1 1 1/2 16.0 4.0 24.0 6.0 24.0 6.0 -- -- g 5.0 32.5 6.5 35.0 7.0 40.0 8.0 m 2 20.0 ,,
O O O 2 -1 C H TMLE 5-13 I r-TYPE 5 $UPPORT - MIDESI DEADNEIGli ON SUPPORTS MO $ !T,1 mutm84 TRl8UTMY $PM IN MY NORIZONTAL OIRECTION jII -> F ( - i Wx \ s
*F
- -4 A>
new. consuit one.aoit aamp maurscturer inomes a setts maco Gesney S S* qd Su11 ding (ft.) Diameter Appleton lin) prae metet Irleutary need welpt Ir Dutary pese weight Tr Dutary need weight Trtbutary g a r-(Ibs) Span (ft) (Ibs) Span (ftp (1bs) Span (ft) (1bs) Span (f t? o e mQ mm "F Asailf ary move 3/4 7.5 5.0 12.0 8.0 -- -- -- -- C Su11 ding 887. I 10.0 5.0 15.0 7. 5 12.0 6.0 -- -- 6 o 9M am 1 1/2 10.0 2.5 16.0 4.0 14.0 3.5 -- -- 17.5 3.5 20.0 4.0 20.0 4.0 22.5 4.5 @ N 2 -- z From 3/4 8.25 5.5 12.0 8.0 -- -- -- -- yy 853, i 11.0 5.5 15.0 7.5 13.0 6.5 -- -- *o to 1 1/2 12.0 3.0 18.0 1 35 14.0 3.5 -- -- 3n 887. 2 17.5 3.5 20.0 4.0 20.0 4.0 25.0 5.0 m5 853. 3/4 9.0 6.0 12.75 8.5 -- -- -- -- a M 6.0 17.0 2.5 s i.0 6.5 3 a-5 12.0 k and 1 below 1 1/2 12.0 3.0 18.0 4.5 18.0 4.5 -- -- . 2 20.0 4.0 25.0 5.0 25.0 5.0 30.0 6.0 @ g] O oa move 3/4 9.0 6.0 13.5 9.0 -- -- -- --
~~z Pnel Su11 ding 900. 1 11.0 5.5 18.0 9.0 15.0 7.5 3.5 "m*
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1 1/2 12.0 3.0 20.0 5.0 14.0 -- -- 2 20.0 4.0 22.5 4.5 20.0 4.0 25.0 5.0 5E c+ From 3/4 10.5 7.0 15.0 10.0 -- -- -- -- 2 ri 861. I 12.0 6.0 19.0 9.5 15.0 7.5 -- -- 7, - 14.0 3.5 22.0 5.5 16.0 4.0 -- -- -n to 1 1/2 900. 2 22.5 4.5 25.0 5.0 22.5 4.5 27.5 5.5 EE vi o 860. 3/4 12.0 8.0 16.5 11.0 -- -- -- -- 5
--a and 1 16.0 8.0 23.0 11.5 18.0 9.0 -- --
below 1 1/2 16.0 4.0 26.0 6.5 22.0 5.5 -- -- 2 27.5 5.5 32.5 6.5 32.5 6.5 37.5 7.5 y Safeguard have 3/4 9.0 6.0 12.0 8.0 -- -- -- -- o 8u11 ding 852. I 11.0 5.5 16.0 8.0 13.0 6.5 -- -- m 1 1/2 12.0 3.0 18.0 4.5 16.0 4.0 -- -- - 2 17.5 3.5 22.5 4.5 20.0 4.0 25.0 5.0 g Fros 3/4 9.0 6.0 12.75 8.5 8.5 7.0 832. I 12.0 6.0 17.0 14.0 -- -- to 1 1/2 12.0 3.0 20.0 5.0 18.0 4.5 -- -- 852. 2 20.0 4.0 25.0 5.0 25.0 5.0 30.0 6.0 m I
4 O O O ._ e E I" y TA8tE 5-13
- n.
H $ ' TYPE 5 $UPPORT - MAXIMUM DEADWEIGHT ON SUPPORTS ANO o EE M MAXIMUM TRIBUTARY SPAN IN ANY HORIZONTAL DIRECTION 7 mQ o n -. 17
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e /- D ev. (anduft Eme-soit ciamp Manufacturer 6 m
$m $
cx r-Bulldfag (ft.) Diameter 9pleton Inames a setts naco tiedney (in) Dead velght Trfbutary need welght Tributa Dead weight Tributa Dead weight Trfbuta Y g to (Ibs) Span (ft) (1bs) Span (ft (1bs) Span (ft (Ibs) Span (f t g-* aQ em 5m 8 31 , 3/4 10.5 7.0 13.5 9.0 -- -- -- -- and 14.0 7.0 20.0 10.0 16.0 8.0 -- -- ~5 below 1 1 1/2 14.0 3.5 22.0 5.5 22.0 5.5 -- -- gg 2 25.0 5.0 30.0 6.0 32.5 6.5 37.5 7. 5 "O 5ervice All 3/4 12.0 8.0 16.5 11.P -- -- -- -- Water 1 16.0 8.0 23.0 11.5 18.0 9.0 -- -- 7M 8 :o 2 Intake 1 1/2 2 16.0 27.5 4.0 5.5 26.0 32.5 6.5 6.5 22.0 32.5 5.5 6.5 37.5 7.5 Q Ui
)
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IMP _ ELL *1r* TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 108OF 145 TABLE 5-14 WEIGHT OF COPPER GROUNDING CABLE Diameter Weight
_ (inch) (1b s/ft. ) 1/2 0.76 > 3/4 1.70 1 3.00 0 O O O
- __M_1r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 109OF 145 SUPPORT TYPE 7-S-0910 - WALKDOWN DATA SUPMARY FORMS AND INSTRUCTIONS l
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TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions Q NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1100F 145 4 _ z e 0 - 3
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uvtrgy TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O suusen: R I.02, o.os3.co, ,,y,,,0,; , ,,,, ,,1 ,,1,,
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g E R I zf*l ) l 2 . * .. 8 E E 8 A g , g I E l A - E r BUILDING: a00m Nor E i u FLOCR ELtvATION: I 8 40 021-053 **e4 E 0'
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IM wM PtLL "r" TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 112OF 145 l INSTRUCTIONS FOR TYPE 7-S-0910 - SUPPORT WALKDOWN DATA
SUMMARY
FORMS The following guidelines will be used for documenting Train C Type 7-5-0910 Support Walkdown Data. The standard abbreviations given in Section VI shall be used. I. RECORD: Building Floor Elevation l Room Number II. DATA ENTRIES ON TOP HALF OF PAGE 1 0 1.0 Column 1 TAG NO. This is the 7-d; cit Train C Conduit Level 2 Support number on the Yellow tag that is to be attached near or on the support. Standard Example: 2-00766 The walkdown data simulary sheet may be used to document walkdowns for one or more supports depending on space availability. 2.0 Column 8 SUPPORT 7-5-0910 CONFIG. (CONFIGURATION)
Reference:
Figure 7-1 Indicate in this column by letters A thru F what type 7-S-0910 support configuration exists in the field. O
m( y -- .. -. A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 113 OF 145 l 7-5-0910 Configuration Support Type / Description Ref. Figure ! l A CA-la, Type 6 Support with Unbolted 7-1(a) Outriggers , B CA-2a, Type 6 Support with Bolted 7-1(b) Outriggers i C CA-5a, with 1 plate 7-1(c ) D CA-Sa, with 2 plates, bolts thru clamp, Hilti bolts thru both plates 7-1( d ) k E CA-Sa, With 2 plates, Nelson studs 7-1(e) thru clamp, Hilti bolts thru both plates i F CA-5a, With 2 plates, Nelson studs 7-1( f)
'thru clamp, Hilti bolts thru bottom plate only O 3.0 Column 3 NO. (NUMBER)
Record in consecutive order the number of conduits attached to the support. this could be one, two, three or possible more conduits attached to the support. 4.0 Column 4 CONDUIT ID Record the conduit identification number marked on the conduit. I Standard Example: C-13K15138 l If there is more than one conduit attached to the Type 7-5-0910 support, record each conduit identification number in consecutive ! order. 5.0 Column 5 SIZE (IN.) Record the conduit nominal size. If more than one conduit is attached to the support, record the nominal size of each conduit. If any conduit greater than 2 inch is attached to the support make a comment in the note" space and the support will be non-qualified. O l l 4
IN PtLL.~U" 6 ro TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 114 OF '145 6.0 Columns 6, 7, and 8 LOCATION DISTANCE FROM REFERENCE LINE: (FEET OR IN.) 6.1 Column 6 ELEY. (Elevation) Record the actual support height from the reference floor elevation. Standard Example: 6'-4" or O'-8" l If you are high up near the ceiling and it is impractical to measure from the floor, record the distance from the ceiling and document in the " Notes" space that you have done so. 6.2 Column 7 N-S Column 8 E-W c Record the actual distance the support is located in the N to S (N-5) and or E to W (E-W) directions from the following O reference points in order of preference:
- 6. 2.1 Inside Wall Surfaces Standard Example: 3'-0" N of S Wall on E Wall 6.2.2 Reference Column Line Markers Standard Example: 4'-0" E from l '-6" 0/S E-JA (means 4'-0" East from the Column Line Marker l'-6" Offset East of l Column Line JA) or add the 4'-0" to the l '-6" (i .e. )
5'-6" 0/S E-JA 6.3 Reactor Containment. Reference Azimuth and Columns Since the reactor containment is cylindrical, the conventional N-S, E-W coltan reference lines used in the rest of the butidings may not be practical to use as reference lines for distance location.
as f \nk% %Y CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' 4 (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1150F 145 It is recomended that the Azimuth locating method be utilized. The Azimuth always rotates clockwise from true north- Each reactor containment is divided into segments of a 360* horizontal circle. Small plate markers should be found embedded in the floor indicating the Azimuth location i.e. 0*, 30*, etc. In the Unit 1 containment, some of the walls have been painted to indicate the North, South, etc., direction and certain columns have been marked No.1 for West, etc. 6.3.1 Unit 1 Containment The B-F " Column Reference Line" runs North to South with North being 90* and South being 270*. i The 6-S " Column Reference Line" runs East to West with
- West being 0* and East being 180*.
6.3.2 Unit 2 Containment The B-F "Coltan Reference Line" runs North to South with North being 270* and South being 90*. The 11-S " Column Reference Line" runs East to West with East being 0* and West being 180*. 7.0 Columns 9 810 UNISTRUT TYPE-P, LENGTH-L (IN)
Reference:
Figure 7-2 For CA-la and CA-2a supports (Figures 7-1(a) and (b)), fill out columns 9 and 10. Leave blank for CA-Sa supports. 7.1 Column 9 P (UNISTRUT TYPE) Record the Unistrut header channel type in this column. Type P Unistrut channels vary by their height as given below: Unistrut Width Height Type P (Inches) (Inches) 1000 1 5/8 1 5/8 3000 1 5/8 1 3/8 5000 1 5/8 31/4 5500 1 5/8 2 7/16 O -
saegag g ir
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TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAINCONDUIT 'C'
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 116 OF 145 7.2 Column 10 L (LENGTH, IN.)
Record the Unistrut Channel length in inches in the corresponding column for the 1000, 3000, 5000, 5500 Type P Unistrut channel support being evaluated. 8.0 Columns 11 to 16 Inclusive PLATE DIMENSIONS (IN), T Be W.WBl* 8
- 1. T , 11 ,
Reference:
Figure 7-1 For CA-Sa supports (Figures 7-1(c) to (f)), fill out this section. Leave blank for CA-la and CA-2a supports. 8.1 Columns 11 and 14 T,TT B (IN.) e If the support resembles Figure 7-1(c), put the plate thickness in column 11. Leave Column 14 blank. [ l e If the support resembles Figures 7-1(d) to (f), put in the bottom plate thickness (Tn) in Column 11 Put in O '" ' ** a a ' '" ' '" "' " "T ) '" c ' """ ' * - The allowable plate thickness are: 7-S-0910 Minimum P1 ate Cofiguration Thickness (In.) Fig. 7-1(c) none Fig. 7-1(d) TT 31/2" Fig. 7-1(e) (TB ) + (TT) 3(1/2")2 Fig. 7-1(f) TB > 1/2" If the above criteria are violated, the support will be non-qualified and so noted on the walkdown data summary fom. 8.2 Column 12,13,15, and 16 WeWBl* B WT* WT1, (IN. ) e If the support resembles Figure 7-1(c), put in the plate width in Column 12. Leave Column 15 blank. O
1MPaELL"r t TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 117OF 145 o If the support resembles Figures 7-1(d) to (f), put in I the bottom plate width (Wg) in Column 12 and (Wei) in Column 13. Put in the top plate width (WT ) in A l
Column 15, and (Wyj ) in Column 16. /6' W.WT B
= width of the plate in the direction perpendicular to the axis of the conduit Wgj , WT1 = width of the plate in the direction parallel to the axis of the conduit The minimum plate widths (Wn, W T ) should be 2 inches. If the
! plate width is less than 2 Ynches, the support will be non-qualified and so noted on the walkdown data summary sheet. III. DATA ENTRIES ON BOTTOM HALF 0F PAGE 1 d 1.0 Column 17 TAG N0.' This is the same 7-digit Train C Level 2 support tag number on the C yellow tag attached on or near the support recorded in Column 1 on the top of the page. Maintain the same sequence as that in Column 1 on the top of the page. Standard Example: 2-00766 2.0 Column 18 ATTACHED CONDUIT NL#eER This is the same consecutive number of conduits attached to the b support recorded in Column 2 on the top of page 1. Maintain the same sequence as that in Colisen 2. 3.0 Columns 19 to 27 Inclusive SUPPORT ANCHOR BOLTS d 3.1 Columns 19, 20, and 21 SIZE /NO. OF, 1/4", 3/8", 1/2" (in.) Record the number of Hilti anchor bolts under the appropriate anchor bolt size column. For support CA-Sa with one plate (Figure 7-1(c)), only 1/4" and 3/8" anchor bolts are acceptable. For all the other support types shown in Figure 7-1 3 1/4" 4 anchor bolts are not acceptable. Only 3/8" and 1/2 anchor bolts are acceptable. If the above criteria are not met, the support is non-qualified and will be so noted on the walkdown C data sununary sneet.
IN\P _tLL U TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 118OF 145 3.2 Column 22 LETTER STAPF ,
M' Record the letter stamped on the top of the threaded part of the anchor bolt. This letter code identifies the length of the anchor bolts as given in Table 7-1. Illegible letters A' disqualify the bolts and this should be recorded in the space for notes. 3.3 Column 23 RED I.L. (RED INSPECTOR'S LACQUER) : Record YES or N0 if a dab of red inspector's lacquer has been applied on the bolt and the nut. This red lacquer indicates i that the nut had been torqued to a specified torque and witnessed or verified by the quality control inspector. I 3.4 Column 24 SPACING (in.) Record the distance between the centerlines of the support anchor bolts. Leave blank for CA-Sa with one plate d O [ Figure 7-1(c)]. The bolt spacing shall be: - Bolt Size Minimum Maximum (inches) (inches) (inches) 1/4 2-1/2 24
- 3/8 3-3/4 24 1/2 5 24 If the bolt spacing falls outside the specified limits, the
! support will be nonwaualified and so noted on the walkdown data summary sheet.
d
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3.5 Column 25 PROJ. LENGTH (PROJECTION LENGTH), (IN.)
- 3.5.1 For Supports Mounted to Walls or Ceilings.
Record the projection length in inches which is the bolt length from the wall or ceiling surface to the top of the bolt. Record in "Conuents" if the bolt is
) inaccessible.
!O
PtLL yp IN L-TITLE., A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 119OF 145 3.5.2 For Supports Mounted to the Floor. For floor mounted grouted bolts only, measure and record the bolt projection length in inches from the top of the bolt to the floor surface. Add to it the floor topping thickness, if any, as obtained from structural drawings. 3.6 Column 26 EMBED. LENGTH (E!EEDMENT LENGTH), (IN.) Record the embednent length in inches, which is defined as the bolt length (given in Table 7-1) minus the projection length obtained in Section 3.5 above. Criteria referenced are from CEI-20, Rev. 9. 3.6.1 Criteria for Minimum Embedment Lengths are:
>/ 1.125" for 1/4" bolts (only applicable to CA-Sa with one plate)
D 1.625" for 3/8". bolts l O e.2.250 for i/2 boits l l 3.7 Column 27 EDGE DIST. (EDGE DISTANCE) (IN.) A Record the distance from the center line of the bolt closest to the edge of the concrete to one of the applicable edges given below. Criteria referenced are from CEI-20, Rev. 9. 3.7.1 Free Concrete Edge l Criteria are: D 1.250" for 1/4" bolts (only applicable to CA-Sa with c one plate)
>< 1.875" for 3/8" bolts D 2.500" for 1/2" bolts O,
" 4 2s95C'3; n V
'C' CONDUIT N '. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions PI-0210-053-001 REVISION: 5 PAGE 120OF 145
{ NUMBER: , 3.7.2 Embedment Edge Criteria from the Edge of the Embednent plates
- are:
D 5.250" for 1/4" bolts (only applicable to CA-Sa with one plate)
>- 5.875" for 3/8" bolts
) 6.500" for 1/2" bolts
- where embedded steel are unoccupied by attachments for 6 minimum distance of 12 inches on both sides of an existing Hilti bolt location, the center of the bolt may be as close as practical to the edge of the plate without damage to the plate. This criteria is taken from CEI-20, Rev. 9.
3.7.3 Penetrations (open or sleeved) Edge. Criteria are: 3 1.250" for 1/4" bolts (only applicable to CA-5a with h one plate)
& l .875" for 3/8" bolts 3 2.500" for 1/2" bolts 3.7.4 Abandoned Hilti Bolts or Holes (open and grouted), and Embedded Anchor Bolts that are cut off.
3.7.4.1 Criteria for Overhead Holes:
> 1.000" for 1/4" bolts (only applicable to CA-Sa with one plate)
> 1.500" for 3/8" bolts 3 2.000" for 1/2" bolts 3.7.4.2 Criteria for all other abandoned Hilti bolts or Holes (open and grouted) and embedded cut off anchor bolts:
) 0.500" for 1/4" bolts (only applicable to CA-Sa with one plate)
> 0.750" for 3/8" bolts
> 1.000" for 1/2" bolts
as s tagg 9y E. A MULTI-LEVEL SCREEiJING CRITERIA FOR TRAINCONDUIT 'C'
. (Two Inch and Under) Part II--Walkdown Instructions O NUMBER PI-0210-053-001 REVISION: 5 PAGE 121 OF 145 Note: Record all required data for supports that do not qualify due to not meeting minimum edge distance criter a given above. State in the " Notes" space that the support did not quality because it did not meet minimum edge distance criteria.
A 4.0 Columns 28 and 29 DISTANCE TO ADJACENT BOLTS (IN.) The adjacent support anchor bolts are those bolts of supports which are near the evaluated support. The minimum spacing requirements are specified in Table 7-2. The distance to the adjacent bolt is measured from the center line of the evaluated bolt that is closest to the adjacent bolt. 4.1 Column 28 SIZE (IN.) Record bolt size. 4.2 Column 29 DIST. (DISTANCE), (IN.) Record the distance in inches from the centerline of the evaluated bolts to the centerifne of the most critical adjacent bolt within the minimum spacing given in Table 7-2. There may be several adjacent bolts of different sizes. Identify if any nearby (or adjacent) bolts violate the minimum spacing requirements given in Table 7-2. If they do, the support will be non-qualified and so noted on the walkdown data suunary sheet. 5.0 Column 30 COWtENTS l Record any comuments or referenced notes in the spaces provided for Notes. O
IMP _EL_L@
'C' CONDUIT TITLE
- A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 122OF 145 I V. DATA ENTRIES ON TOP OF PAGE 2 1.0 Column 31 TAG NO.
This is the same 7-digit Train C Conduit Level support tag number on the yellow tag attached on the support recorded in Columns 1 on page 1. Maintain the same sequence as that in Column 1. 2.0 Columns 32 to 34 Inclusive ATTACHED CONDUIT SPANS 2.1 Column 32 NO. (NUM ER) This is the same consecutive number of conduits (i.e.,1; or 1, 2; or 1, 2, and 3) attached to the support being evaluated as given in Columns 2 and 16. Maintain the same sequence as that in Columns 2 and 16. 2.2 Column 33 CONDUIT ID Record the same conduit identification number recorded in Column 4. Maintain the same sequence as in Column 4. 2.3 Column 34 SIZE (IN.) Record the same nominal conduit sizes as documented in Column 5. Maintain the same sequence as in Column 5. 3.0 Columns 35 to 40 Inclusive ADJACENT SPANS EFFECTIVE DIRECTION
Reference:
Figure 7-3 3.1 Columns 35 and 36 YERTICAL (GRAVITY), SPAN 1 and SPAN 2 The vertical direction effective span is measured from the evaluated support to the adjacent supports which restrain the conduit in the vertical direction. O
ase ga g a g; 5 y-1 E, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT I
. (TWo Inch and Under) Part II--Walkdown Instructions )
{ NUMBER: PI-0210-053-001 REVISION: 5 PAGE 123OF 145 l 3.1.1 Measure from the centerline of the evaluated support to ' the centerline of the adjacent support and record in
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5 feet SPAN 1 and SPAN 2 lengths. 3.2 Columns 37 and 38 IST HORIZONTAL (FIRST HORIZONTAL) The first horizontal direction effective span is measured from the evaluated support to the adjacent supports which restrain the conduit in the first horizontal direction. See Figure 7-3 for clarification. [ 3.2.1 Measure and record in inches SPAN 1 and SPAN 2 as above i n 3.1.1. 3.3 Columns 39 and 40 2ND HORIZONTAL (SECOND HORIZONTAL) The second horizontal direction effective span is measured from the evaluated support to the adjacent supports which restrain A
/r the conduit in the second horizontal direction. See Figure 7-3 /5T b for clarification.
3.3.1 Measure and record in inches SPAN 1 and SPAN 2 as above A in 3.1.1 and 3.2.1. , 42.' 4.0 Column 41 COPetENTS/ SUPPORT DEFICIENCIES 4.1 Coments Record any comments or referenced notes in the space provided for Notes (e.g., fire protection material on conduit / supports, conduit support attached to cable tray). If the support is attached to cable tray, it will be non-qualified and so noted on the walkdown data sumary form. 4.2 Support Deficiencies (if any) Document any support deficiencies such as oversized clamps and bolts, loose bolts, or any other des'~' violations. 1 O l
as e gagg gp TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part II--Walkdown Instructions RE"lSION: 5 Q NUMBER: PI-0210-053-001 PAGE 124OF 145 V. DATA ENTRIES ON BOTTOM OF PAGE 2 1.0 Column 42 TAG NO.
Record the same 7-digit Train C Conduit Level 2 support tag number on the yellow tag attached to the supports as was recorded in Column 1. 2.0 Column 43 ATTACHED CONDUIT NUPEER Record the same numbers as recorded in Column 37. 3.0 Columns 44 to 48 Inclusive TRIBUTARY SPANS DIRECTION
Reference:
Figure 7-3 A tributary span (TS) is half of the sum of the two adjacent spans. The adjacent span is measured from the evaluated support to the adjacent support which restrains conduits in the same direction. O TS in(SP= i + SP= 2) 3.1 Column 44 VERT. TS (VERTICAL-GRAVITY TRIBUTARY SPAN LENGTli, FT. ) Calculate from the values in Columns 35 and 36 the value of the vertical tributary spans TS and record in Column 44. 3.2 Column 45 and 46 1ST HORIZONTAL 3.2.1 Column 45 TS (TRIBUTARY SPAN LENGTH, FT.) Calculate from the values in Columns 37 and 38 the value of the IST HORIZONTAL tributary span and record in Column 45. 3.2.2 Column 46 6,5 (FT.) Record by a YES or NO whether the calculated 1ST HORIZONTAL tributary span length is less than or equal to the S values given in Tables 7-5 or 7-9 as appropriate. O
TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions REVISION: 5 PAGE 1250F 145 Q NUMBER: PI-0210-053-001 3.3 Columns 47 and 48 2ND HORIZONTAL
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A 3.3.1 Column 47 TS (TRIBUTARY SPAN LENGTH, FT.) Calculate from the values in Columns 39 and 40 the value of the 2ND HORIZONTAL tributary span and record in Co'lumn 47. 3.3.2 Column 48 ( S (FT.) Record by a YES or NO whether the calculated 2ND HORIZONTAL tributary span length is less than or equal to the S values given in Tables 7-5 or 7-9 as A appropriate. 3.4 Criteria for the horizontal tributary spans calculated above are that each conduit tributary span shall be less than or l equal to the allowable span (S) specified in Table 7-5 or 7-9, as appropriate, for the corresponding conduit. If the g
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calculated horizontal spans are greater than S, the support will be non-qualified and so noted on the walkdown data sununary j sheet. 4.0 Columns 49 to 52 Inclusive SUPPORT DEAD LOAD WDL (LBS) 4.1 Column 49 VERT. (VERTICAL-GRAVITY) A conduit gravity load is equal to the tributary length (TS) of each conduit from Column 44, times its respective weight per A foot (WC) suusarized in Table 7-3 for various conduit sizes. z.n Record these calculated (WC x TS) values in Column 49. 4.2 Column 50 WA (LBS) A Record the weight WA in column 50 of additional weights on the conduit such as the weights of unistrut members, (if applicable), weight of plates (if applicable), smoke detectors and/or CI boxes, grounding cables, flanges, fire protection g material (if applicable) and condulets given in Table 7-4. The m weight of copper grounding cables is given in Table 7-6. The weight of Unistrut members are given in Table 7-7.
L_
'C' CONDUIT 1 TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
* (TWo Inch and Under) Part II--Walkdown Instructions l NUMBER: PI-0210-053-001 REVISION: 5 PAGE 126OF 145 4.3 Column 51 WDL (LBS)
The total gravity load WDL is the sum of all conduits weight on the support plus any additional weight on the conduit WA A (Column 50). /5\ Calculate WDL from: WDL = (WC1 x TSj + . . . + WCn x TSn) + WA where: WDL = Dead load on the support l WC = Weight per linear foot of the first, second, . . . nth attached conduits. TS = Tributary span of the first, second . . . nth attached conduits k i l WA = Additional weights on conduits such as unistrut members, O piates (unit weisht for steei piates is siven 7-8), smoke detectors and/or CI boxes, grounding cables. A f condulets, fire protection material, or flanges, as /S\ ) applicable. l Record the calculated value of WDL in Coltmin 51. 4.4 Column 52 6,D (LBS) The criteria D for the total gravity load on the support are given in Table 7-5 for the respective bolt spacing or in Table 5 7-9 for support CA-Sa with one plate. Record in Column 52 by a YES or NO whether the calculated WDL is less than or equal to the D values given in Table 7-5 or in Table 7-9 as appropriate. If the calculated weight is greater than D, the support will be non-qualified and so noted on the walkdown data suumiary sheet. O
N bkwe t I.,l , y
'C' CONDUZT TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part II--Walkdown Instructions I I NUMBER: PI-0210-053-001 REVISION: 5 PAGE 127OF 145 l l
5.0 Columns 53 and 54 ACCEPT SUPPORT, YES/NO AI I 1 If the support has met all the above given criteria in the Walkdown l Data Sunnary affix a yellow tag to the support to indicate that the support is qualified and place a check mark in Column 53. If the l support fails to meet the criteria, put a Not Qualified (NQ) white A sticker on or near the support and place a check mark in Column 54. /5\ < Also write NQ in the TAG NO. column. VI. STANDARD ABBREVIATIONS The following abbreviations can be used: BC = Electrical Fitting In-Line With Conduit (see Table 6-4) C = Electrical Fitting In-Line With Conduit (see Table 6-4) D = Down E-W = East te West FD = Fire Detector GP i- Grouted Penetration l GTA = Greater than allowable l ( ) H = Horizontal I I.D = Identification ( I.L = Inspector's Lacquer l B = Junction Box L = Loose anchor bolts and clamps. Broken clamps are considered a . quality control problem and the support should be considered as l qualified if it meets all the walkdown allowable criteria and requirements. L = Left LB = Electrical Fitting for 90* Bends (see Table 6-4) LBD = Electrical Fitting for 90' Bends (see Table 6-4) LF = Light Fixture
= Less than allowable
= Clamps and Spacer Plate mixed matching S= North to South NQ =- Non-Qualified A NV R
=
=
Not Visible Right
/5\
TS = Tributary Span U = Up V = Vertical WA = Additional Weights on Conduit WC = Weight per linear foot of attached conduit WDL = Gravity / Dead Load on Support I I
i IN wM PELL *r* 1 i TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
' (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1280F 145 g g uT im ,
whxhx i -- rrc:r---- a x r - - -'- rra r m 4---rne--- nt n N#" MILTI E TS TYPE CA-la TYPE CA-2a atTE*isENso"an7a eAmi A sgr1,g gn g ,g,, (a) (b) ab, .- , I
/s is / /4 I h utLTI acLTS TI acLTs TYPE CA-Se TYPE CA-Se iW35 8E mit8 Q ,T g g %
(c) (d) l
^
^-
~ - _ _
d J\ is )\
/ MILT! E TS \ / MT! ETS TYPE CA-Ea TYPE CA-Se Nbbb i EbN6ET.
(e) (f) FIGURE 7 Support Type 7-S-0910 I I
IN<P_EL_L @ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l - (Two Inch and Under) Part II--Walkdown Instructions > 4 NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1290F 145 l b wY'kw' l 1-
&)
P 1000 CHANNEL l l i
%h %-
-sit',y,,.
,... . -- p-- -3 1
A l P 3000 CHANNEL
~1W-,
w ! w !, w e --
,1 5' i.m' j
i 1 . .. .t... 3%* g,499, ) 3 P 2000 CHANNEL _1w w : w+..w l l l l%* 1.334' 3 .. _-._ ... .,. , SW e 1.%1' N 1 I I N f . 1 P 5400 CHANNEL _ FIGURE 7 TYPE P1000, P3000, P5000 and P5500 Unistrut Channel Configurations and Dintension
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. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUZT
* (TWo Inch and Under) Part II--Walkdown Instructions h NUMBER: PI-0210-053-001 REVISION: 5 PAGE 130OF 145
/ t' e .
,o **
6 8 +2 A g d
-' .. y y -
/
8
- Y Evaluated Support Tributary Span Evaluation ,
l
- Conduit 1 - Conduit 2 o Trbtary langth evaluation for e Tributary length evaluation for first horizontal direction first horizontal direction'
, f(L2*L1 * "8 * "5 * "6
- E7 I IIll*E2*"I*"2*"3*"4I e Trib.tary length evaluation for e Tributary largth evaluation for 7
second horizontal direction second horizontal direction ( 4(L2*L1 * "8 * "5 * "6
- E7) IIll*L2*"I*"2*"3*"4I Note: First horizontal and second horizontal tributary spans are nonna11y l
identical . Exceptions to this occur when the adjacent support to the support being evalua+ad provides only vertical and longitudinal [ restraint or vertical and lateral restraint. FIGURE 7 Tributary Span Evaluation for a Typical Conduit Configuration G
IMPELL
- U CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 131 OF 145
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TABLE 7-1 ANCHOR BOLT LENGTH IDENTIFICATION STA W SYSTEM Letter Stamped on Anchor Bolt Anchor Length (in.) A 1 -1/2 B 2 C 2-1/2 0 D 3 fr E 3-1/2 F 4 G 4-1/2 H 5 I 5-1/2 0 6 K 6-1/2 O L i: 7 7-1/2 N 8 0 8-1/2 P 9 Q 9-1/2 R 10 S 11 T 12 O.
LMPaELL"r TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
* (Two Inch and under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVIS!ON: 5 PAGE 132 OF '145 TABLE 7-2 ALLOWABLE DISTANCE TO ADJACENT BOLT REQUIREMENTS BETWEEN DIFFERENT SUPPORTS Evaluated Adjacent Bolt Bolt Minimum Diameter Diameter Spacing
( In. ) (In. ) (i n. ) 1/4 1/4 2-1/2 1/4 3/8 3-1/8 1/4 1/2 3-3/4 1/4 5/8 4-3/8 1/4 3/4 5-0 1/4 1-0 6-1/4 1/4 1-1/4 7-1/2 3/8 1/4 3-1/8 Os 3/8 3/8 3-3/4 3/8 1/2 4-3/8 3/8 5/8 5-0 3/8 3/4 5-5/8 3/8 1-0 6-7/8 3/8 1-1/4 8-1/8 1/2 1/4 3-3/4 1/2 3/8 4-3/8 1/2 1/2 5-0 1/2 5/8 5-5/8 1/2 3/4 6-1/4 1/2 1-0 7-1/2 , 1/2 1-1/4 8-3/4 O, w ~
IMYtLL"r' 1 TITL.E: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (TWo Inch and Under) Part II--Walkdown Instructions NUMBER: PI.0210-053-001 REVISION: 5 ' PAGE 1330F 145 TABLE 7-3 WEIGHT OF VARIOUS CONDUIT DIAMETERS Conduit Conduit Diameter Weight (inch) (1bs/ft) 3/4 1.5 1 2 1-1/2 4 2 5 3 13 4 19 5 23 1 i O,
lM_ db 1r
'C' CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (1Wo Inch and Ikider) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 134OF 145
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TABLE 7-4 WEIGHT OF YARIOUS CONDULETS AND SM0KE DETECTORS i i i i sguaFACTuRERS. CaucuLET CATALOG W. AND WEltJf75 (Ibs) l l 1 l i i il I CR0uSE Als HINDS APPLET0ei i comou!T l l ! n I c i l LB L30-1100 C-( _
) SC-( _
) LS(_4 ) L30(_4 ) C(_l4
} DIAfETER (IN) 1/2 .M 1.4 1 (17) -- .77 (50) 1.10 (50) .79 (50) 3/4 1.24 2.2 1.3 (27) -- 1.03 (75) 1.64 (75) 1.13 (75) 1 1.9 2.7 1.7 (37) 3.2 1.41 (100) 2.39 (100) 1.64 (100) 1-1/2 3.4 II.o 5.5 (57) 6 4.07 (150) '7.95 (150) 3.96 (150) 2 5.2 11.6 5.6 (67) 7 7.53 (200) 9.31 (200) 7.1s (20 0)
O LB LSD LSD G q q - L r' N W} , e se l I,- - 1 [1
- ~
i No tes: (1) The weight of seioke detectors is 1-1/2 pounds. (2) The majority of smoke detectors are normally attached to CI boxes. Add the weight of the CI box (obtained from the Appleton or Crouse-Hinds catalogs), to the 1-1/2 pound smoke detector weight. (3) Weights listed above do not include wiring inside the condulet. ,
IN tP_EL_L 1r d6 . TITLE,* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions G NUMBER: PI-0210-053-001 REVISION: 5 PAGE 135OF 145 TABLE 7-5 ALLOWABLE SPAN (S) AND DEAD LOAD (D) FOR SUPPORTS . SHOWN IN FIGURES 7-1(a), (b), (d), (e), (f) Maximum Allowabl e Bolt Spacing L (in.) Allowable Dead Load D (from Column 20) Span S (ft) (i n. ) L 6 12 15 85 12 <, L 6 15 12 68 15 4. L 6 18 10 57 18 < L < 21 8.3 47 21 < L $ 24 7.2 41 O TABLE 7-6 WEIGHT OF COPPER GROUNDING CABLE Diameter Weight (inch) (1b s/ft. ) 1/2 0.76 3/4 1.70 1 3.00 O
uvtry s TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (1Wo Inch and Under) Part II--Walkdown Instructions O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 136OF 145 i TABLE 7-7 Unistrut Weight Member (Ib s/f t. ) P1000 1.90 P3000 1.70 P5000 3.05 P5500 2.47 TABLE 7-8 Unit weight of steel plates = 0.2836 lbs/in.3 TABLE 7-9 Q ALLOWABLE SPAN (S) AND DEAD LOAD (D) FOR CA-Sa SUPPORT WITH ONE PLATE, AS SHOWN IN FIGURE 7-1(c). I I l l l Anchor Bolt Size ! l I I I l l 1/4" l 3/8" I i l Conduit i Maximum I Allowable l Maximum l Allowable l l l Diameter l Allowable l Weight (D) l Allowable l Weight (D) l l l (in.) l Span (S), (ft) l (1bs) l Span (S) (ft) l (1bs) l l I I I I l l 2 1 9 l 45 l 14 l 70 l l l l l l l 5 l l l l l l 1 1-1/2 _l 11 1 44 l 15 l 60 1 ~l I I I l 1 I l l I 1 i 25 1 50 i 25 1 50 l I I I I I I I I i l I 3/4 1 34 l 51 1 37 l 55 l l l 1 I I I O.
-- ymn5;, so TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1370F 145 LEVEL 3--SUPPORTS AND CONDUIT WITH NO INTERACTION POTENTIAL l
WALKDOWN INSTRUCTIONS O O
u v r _e u . w TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1380F 145 3.0 LEVEL 3--CONDUIT SYSTEMS WITH NO INTERACTION POTENTIAL Level 3 screening will be accomplished through a two-phase effort. Phase I consists of a walkdown where all the rooms in seismic category I structures are screened and classified according to the density and distribution of category I components and/or Train C conduit systems. All rooms will be classified as strategy ALPHA, BETA, or G#f4A after the Phase I screening. Phase II will consist of performing an evaluation of any potential interaction the Train C conduit may have with seismic category I components. The evaluation will be performed using an envelope study or locally qualifying supports. Phase I and Phase II are graphically represented by Figure 3.1. 3.1 Phase I - Room Classification During Phase I, rooms will be walked down and classified according to the strategies described below. Data for each room shall be recorded on seirmic category I component room screening data sheets (Appendix A). The data sheets will provide the basis for Phase II i O evaluation. a) Strategy Alpha - Room contains no category I components or no Train C conduit systems. No further evaluation is required. b) Strategy Beta - Room contains a limited number of catcgory I components. All components can be easily identified and located for evaluation. After an evaluation (envelope study), the rooms may be turned over to other level screens. If sections of the room contain a high density of category I components, the remainder of the room will be evaluated and the high density areas will be surveyed for other level screens. Following the screens, the room will he turned over for analysis. c) Strategy Ganna - Room contains a large amount of safety-related r components throughout the entire room and will be evaluated by other screen levels. 3.2 Phase II - Room Evaluation and Documentation of Results a) Strategy Alpha i) Verify that the seismic category I component room screening data sheet was completed per Phase I. O. l
.. g e 6W TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions O NUMBER- PI-0210-053-001 REVISION: 5 PAGE 13gOF 145 I 11) If applicable, check the data sheets against all reference documents to verify that no category I components or Train C conduit systems are in the room.
b) Strategy Beta
- 1) Verify that the seismic category I component room screening data sheet was complete per Phase I.
- 11) During the second room walkdowns, each room will be evaluated for the potential interaction of Train C conduit with category I components in areas of the room where category I components and Train C conduit can be easily indentified per Section 3.3. Any areas of the room which contain high density category I components may be turned over to other level screens. A room map showing these areas will be provided. An envelope study will be performed for the' remainder of the room.
c) Strategy Gunna O 1) Verify that the seismic category I component room screening data sheet was completed per Phase I. ii) Gaimna rooms will be turned over to other level screens following Phase I. Following the other level screening, some rooms may be evaluated using the envelope study method per Section 3.3. Only cases I where some Train C conduit are obviously isolated and can be easily analyzed are to be evaluated. 3.3 . Envelope Study Conduit systems may be screened using an envelope study that assumes the entire conduit system (from junction box to junction box) fails
&nd rigidly collapses *. Junction boxes are qualified separately and are not part of a conduit run. If no safety-related components are within the potential impact envelope volume given in Table 3.1, all supports on the run can be ' screened out' of the population as accepteble. (The missile shown in Fig. 3.2 may be a conduit er a
- Since no engineering evaluations will be perfonned for this screening level, multiple support failures (i.e., zippering) must be assumed to occur.
PtLL ~ IN Lcomm D TITLE: A MULT1-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUlT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1400F 145 conduit support or both.) Measurements for the acceptable envelope of interaction are required. Multiple conduits on a single support and the potential zippering of several conduits shall br considered by evaluating each conduit with its respective impact volume. Care should be taken in identifying the envelope of potential impact. For example, a conduit which runs along the wall and turns a corner will have a larger envelope compared to a horizontal run of conduit along a straight wall. Vertical runs of conduit have a spherical potential impact envelope with a height equal to its vertical length and a semicircle base with a radius equal to its vertical length. Engineering judgement is needed to construct appropriate envelopes due to the complexity of conduit configurations. Each envelope study shall be documented by calculations. See Figures 3.2 and 3.3 for a diagramatic view. 3.4 Tag Supports Supports which meet Level 3 criteria shall be tagged as a Level 3 Support. Supports which are not within reach shall be photographed
- ' and identified as a Level 3 Support on the photograph, or they shall l I be identified by coordinates, where the coordinates are from an I
identifiable plant feature to the support attachment point. One photo can be used for more than one Level 3 Support. (For expediency, as many inaccessible Level 3 Supports as possible should be put on one photo.) Levels 1 and 2 Supports can be included in the photo as well. Photos shall be identified by Building, Elevation, Room Number, and General Location (e.g., north wall). If all supports are contained in a room with no safety-related components, no supports need to be marked. It shall be documented that the room has no safety-related components and, therefore, are screened-out of the population as acceptable. 3.5 Documentation A file or notebook shall be maintained for each room (or location) for Level 3 supports. Each file shall contain a seismic category I component room screening data sheet and any envelope of potential impact calculation sheets. The revision of this procedure shall be noted. Photographed supports and those identified by coordinates shall be documented and a support count of Level 3 supports shall be recorded. These supports are effectively " screened-out" of the population by inspection and, therefore, do not require any further evaluation. I I __
^^ * \*Mnk %T TfrLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions
( ) NUMBER: PI-0210-053-001 REVISION: 5 PAGE 141 OF 145 TABLE 3.1 ENVELOPES OF POTENTIAL IPPACT FOR SEISMIC MISSILES - AUXILIARY BUILDING Y X f t. EL.7 90.5 EL.810. 5 EL.831.5 EL.8 52.5 EL.8 73.5 EL.886.5 5 l'-0" l'-3" l'-9" 2'-0" 2'-0" 2'-3" 10 l'-6" l'-9" 2'-3" 2'-9" 3 '- 0" 3'-3" 15 l'-9" 2'-0" 2'-9" 5'-3" 3'-6" 4 '- 0" 20 2 ' - 0" 2'-6" 3'-3" 3'-9" 4 ' - 3" 4'-6" ELECTRICAL AND CONTROLS BUILDING Y X iff. EL.7 78.0 EL.8 07.0 EL.830.0 EL.8 54.3 5 l'-0" l'-3" l'-6" l'-9" 10 l'-6" l'-9" 2'-0" 2'-3" 15 l'-9" 2 '-0" 2'-6" 2'-9" 20 2'-0" 2'-3" 3'-0" 3'-3" p FUEL BUILDING { iUE. EL.810.5 EL.8 25.0 EL.841.0 EL.860.0 EL.8 99.5 5 l'-0" l'-0" l'-0" l'-9" l'-9" 10 l'-6" l'-6" l'-6" 2'-3" 2 ' - 6" 15 l'-9" l'-9" l'-9" 2'-9" 3'-3" 20 2 ' - 0" 2'-3" 2'-0" 3 ' - 3" 3 '- 6" SAFEGUARDS BUILDING Y X lFE. EL.7 73.5 EL.7 85. 5 EL.190.5 EL.810. 5 EL.8 31.5 EL 852.5 EL.8 73. 5 5 l'-0" l '-0" l'-0" l'-3" l'-9" 2'-3" 2'-3" 10 l'-6" l'-6" l'-6" l'-9" 2 '- 6" 3'-0" 3 '- 3" 15 l'-9" l'-9" l'-9" 2'-3" 3'-0" 3'-9" 4'-0" 4'-3" 4'-6" l 20 2 ' - 0" 2'-0" 2'-0" 2'-6" 3'-6" l
- No te: (1) This table was developed by defining the seismic velocity in the vertical and transverse directions for a free falling mass and then calculating its maximum displacement in each direction upon impact. Calculations for these values are given in Reference 7 Part I.
(2) Figure 3.2 defines X and Y as given above. MW
ll V t-ro L t' C L L. N' TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions I I NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1420F 145 ROOM CLASSIFICATION I " O PHASE I ALPHA BETA GMOM
# 8 Y Jg I t j r PHASE 11 NO INTERACTION
< WITH CATEGORY I C0t90NENTS TES 1' 1 P LEVEL 1 LEVEL 1 LEVEL 2 LEVEL 2 l l YES NC
_ $UPPORT SUPPORT QUALIFIED QUALIFIED NO U yg5 YES INTERACTI WITH CATEGORY Cole (MENTS 1 r PERF0194 ADDITI(plAL ANALYSIS NO TOTAL NO. p QUALIFIED c
$UPPORTS LEVEL 3 SCREENING FLOW CHART FIGURE 3.1 i I
u v tr a 5 ,. TITLE: A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions ( ) NUMBER: PI.0210-053-001 REVISION: 5 PAGE 1430F 145 X/2 m -
' y 6 inches
] H Conduit
) i k t
l Y l l Target Reference Elevation i i U
/ / I / / / / / / r / / / / / / I / /
X Elevation View FIGURE 3.2 SCHEMATIC OF INTERACTION ENVELOPE FOR SEISMIC MISSILES
^^ * \*Mg 1Y TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions % NUMBER: PI-0210-053-001 REVISION: 5 PAGE 1440F,145 h::./~~~
4 . r" ..... . N N N I (as erfined in Tetle 3.1) \ g e.m., w i. Plan View (a) Conduit Run at Corner D k. Il i
/ ~"~ ~
2
/ -" ..b I
I (as erfined la Table 3.1) N - sa w.cy w t 1 - Plan View (b) Straight Run l FIGURE 3.3 EXAlfLES OF ENVELOPES OF POTENTIAL IMPACT O
M Y _t L L ~1 r' TITLE: A MULTI-LEVEL SCliEENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part II--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 145OF 145 APPENDIX 3A SEISMIC CATEGORY I COMPONENT ROOM SCREENING DATA SHEET 1.0 LOCATION 1.1 Unit:
1.2 Building
1.3 Room No:
1.4 Elevation
2.0 INITIAL EVALUATION 2.1 Train "C" Conduit within Room (yes/no)? 2.2 Seismic Category 'I Cceponents within Room (yes/no)? 2.3 Check One: If answer to 2.1 or 2.2 is "no," check all references for l Phase II closeout.
"Yes" to both 2.1 and 2.2, additional evaluation required.
l 2.4 Check strategy that applies to screening evaluation used: _ Alpha Strategy, Beta Strategy. - Gamma Strategy. 2.5 Justification and Discussion of Strategy used.
3.0 REFERENCES
O
O IMPELL J r O PROJECT INSTRUCTION q.3_ .. _. -ce x ~ 21_- Mr e J . ut w-w c..w+x n. tr- M e .n ! -2L _L .- I
.F Multi-Level Screening Criteria for Train C Conduit (Two Inch and Under) 'd
', I N at Comanche Peak Steam Electric Station b t- N s:= c . ,, m : 7 .e ,, .v. 4 M 7. - % m n w -- ._ 3~r . <. _ <
INSTRUCTION NUMBER: PI-0210-053-001 Volume Two Part III Page 1 of 88 Part IV Paae 1 of 16 gg. Texas Utilities Generating Company PRWECT: Train C 0210-053-1355 JOB NUMBER (S): ; h AED DIVISION (S)
' PREPARED , APPROVED REV. O 0 4/28/86 . 1 5/15/86 b'r" h- g 2 5/30/86 k i'Y - O gM~ e 3 6/27/86 k /"
4 7/17/86 MFh ^ T M 5 8/18/86 My ^- % ~~~h[ O Q AM 3.9-E 11/01
O A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) AT COMANCHE PEAK STEAM ELECTRIC STATION Part III--Engineering Evaluation Procedures Prepared for: Texas Utilities Generating Company P.O. Box 1002 Glen Rose, Texas 76043 i Prepared by: l Impe11 Corporation 350 Lennon Lane Walnut Creek, CA 94598 l _ Revision 5 f July 18,1986 l O
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L%P_ ELL"r 1 A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT E: (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 2 OF 88 TABLE OF CONTENTS , Par' III--Engineering Evaluation Procedures Page 4.0 LEVEL 4--Seismic Capacity Versus Seismic Demand Check 3 (Walkdown and Evaluation Instructions) 4.1 Tdentify Level 4 Supports 4 4.2 Tag Support 11 4.3 Documentation 11 5.0 LEVEL 5--Seismic System Analysis (Walkdown and 73 Evaluation Instructions) 5.1 Identify Level 5 Supports 74 5.2 Field Information 74 l 5.3 Office Engineering Evaluation 75 l 5.4 Tag Support 75 5.5 Documentation 75 7.0 LEVEL 7--Safe Shutdown Systems Check (Walkdown and 76 Evaluation Instructions) l 7.1 Identify Level 7 Supports 77 7.2 Field Information 77 l 7.3 Office Engineering Evaluation 77 7.4 Support Tagging 80 7.5 Documentation 80 APPENDIX III-A: Support Type 4a - Level 4 File 28 Organizations Foms APPENDIX III-8: Support Type 5 - Level 4 File 48 j _ Organization Foms and Walkdown Instruction APPENDIX III-C: Level 4 Type 5 Support Allowables 72 lO
%__1r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.* (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 3 OF 88 LEVEL 4--Seismic Capacity Versus Seismic Demand Check Walkdown and Evaluation Instructions O
l f O i
IN wJ PELL *r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE *. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 4 OF 88 4.0 LEVEL 4--Seismic Capacity Versus Seismic Pemand Check , 4.1 IDENTIFY LEVEL 4 SUPPORTS Capacities (based on design allowables) have been predetemined for the following generic support types. Support Type De scription 4a iingle or Multi-tier trapeze support attached to Ceiling or Underside of concrete beam. It is composed of two 1/2" diameter rods and Unistrut P1001 tiers. Both rods shall be attached to cefling or underside of the beam by 3/8" or 1/2 Hilti Bolts. 5 Finger Clamp or J-Clamp O
\
Acceptabit dead ioads and/or seismic dispiacements for these supports are provided for various support dimensions and for various buildings and elevations. l As a general rule, the following shall be checked for all supports:
- a. Floor Topping. For floor mounted supports, embedment of Hilti (or other) bolts in concrete shall be determined by subtracting the thickness of architectural topping, if present.
- b. Fire Protection Material. When the conduit / support has~ fire ,
protection material, the additional weight should be included in calculating the total weight.
- c. Support Deficiencies. Any gross support deficiencies such as oversized or distorted clamps, oversized bolt holes, bent or buckled rod hangers, loose bolts, and any other design i
violations shall be documented in the walkdown foms.
- d. Minimum Spacing and Edge Distance Checks. These checks shall be perfomed for all bolts as specified in the walkdown foms.
l l e. Support Self Weight. Support self weight shall be included in calculating the total load. O
IMPE.LL@ l A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITM. * (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 5 OF 88
- f. Conduit Support Attached to Cable Tray. Any conduit support which is attached to a cable tray shall be screened out. An explicit evaluation is required to qualify such configurations.
- g. Grouted PenetrationJ. If a grouted penetration is assumed as a support, it will be flagged out in the walkdown fonn as requiring qualification.
Table 4.1 provides acceptable measurement tolerances to be used in the walkdown process. 4.1.1 Screening Criteria for Support Type 4a Figure 4.1 and 4.2 show this support type.. These supports must meet the limitations and restrictions (Ref. 7 Part III) placed on the support categories as follows: CATEGORY' SUPPORT SHOULD SATISFY THE FOLLOWING Configuration Same configuration as shown in Figure g 4.1 and 4.2. Multi-tier hangers with staggered tiers are not covered by this Support Type. Unistrut Member Size P1001 Rod Hanger Size 1/2" Diameter Hilti Kwik Bolt Size 3/8" or 1/2" Diameter Location Auxiliary Building - Electrical Building R. B. Internal Structure Safeguards Building Fuel Building Distance to adjacent The minimum distance to adjacent bolts anchor bolts must meet the requirements of Table 2-3, Part II. Edge Distance The minimum edge distances are: 1-7/8" for 3/8" diameter bolt. 2-1/2" for 1/2" diameter bolt. If the support meets all the of the requirements listed O above, the support must be evaluated to meet the following additional requirements contained in the Walkdown forms: wm iseia
1 M P aE L L "r TIT M *, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 6 OF 88 I - Fatigue of 1/2" 9 Rods: , 1 Any support Type 4 with a rod length less than 2.5 ft. (total rod length for single tier supports or minimum intertier distance for multitier supports) does not qualify at tnis screen level. For supports with rod lengths (total rod length for single tier support or minimum intertier distance for multitier supports) i between 2.5 and 6.0 ft., the support must be constrained , ! in the longitudinal direction of the conduit runs in order to be qualified. For rod lengths in the 2.5 to 6.0 ft range, it is necessary to verify the allowable conduit transverse span (defined as span length "S" in the Walkdown Instructions). Table 2 in the Walkdown Fom gives rod length vs. allowable transverse span criteria. Rods with lengths greater than 6.0 ft. seet the fatigue criteria. Impact on Safety-Related Components If the support meets the fatigue criteria, the next step is to identify possible targets (safety-related l components or non-safety-related components whose failure I can affect safety-related components) in the range' of the support and conduit's maximum admissible displacements. Safety-related components should be visually identified per the instructions in Aopendix 8. Part I. If g necessary, 0-lists are discipline drawings should be , used. If values in Tables 1, 3, and 4 walkdown foms (as ' i appropriate) are larger than the distance from the support and conduit run to a target, the support does not qualify at this screen level. Maximum Tension in 1/2" Rod . Based on fatigue considerations, the allowable maximum total weight that the 1/2" rods can resist are given in ' Table 7 in the Walkdown Forms. Total hanger weight must z be calculated and compared to the allowable in Table 7. l i O .
IN wPELL *nr* TITLE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT
* (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 7 OF 88 Hilti Bolts Failure Only Hilti Bolts 3/8" and 1/2" diameter will be considered acceptable at this screen level. The Walkoown Foms give the procedure to follow in order to calculate the tension and shear loads on the bolts. If the combination of these loads is less than the allowable load contained in the Walkdown Foms, the bolt qualifies. Tables and equations to be used in the evaluation of the anchor Hilti Bolts are given in the Walkdown Foms. ,
Unistrut Members P1001 Based in fatigue effects on the P1001 element and in the maximum allowable load in the 1/2" diameter rods, the allowable maximum length (B, see Figure 4.1 & 4.2) of the Unistrut member P1001 is 12'-6" f t. + 1 ' . / Connection between the P1001 Element and the 1/2" Rod (O At this connection, the thread runout shall be greater than 2-1/2 threads. l l The Walkdown Procedure is schematically shown in the flowchart in Figure 4.3. l Type 4a supports must meet the above requirement and the instructions contained in the documents foms provided in Appendix 3A. 4.1.2 Screening Criteria for Support Type 5 Figure 2-3 in Part II of this project instruction shows this support type. These supports must meet the limitations and restrictions placed on the support categories as follows: , CATEGORY SUPPORT SHOULD SATISFY THE FOLLOWING A Configuration As described in level 2 screening criteria of this support type. l Conduit Diameter As described in level 2 screening criteria of this support type. l lO i
- ro. I )
d IN LPELL A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 8 OF 88 CATEGORY SUPPORT SHOULD SATISFY THE FOLLOWING Clamp and Spacer As described in level 2 screening Manufacturer criteria of this support type. Number of Spacers As described in level 2 screening or Shim Plates criteria of this support type. Shim Plate Thickness As described in level 2 screening criteria of this support type. Hilti-Kwik Anchor As described in level 2 screening Bolt Size criteria of this support type. Distance to Adjacent As described in level 2 screening A Anchor Bolt criteria of this support type. C6 Bolt Embedment As described in level 2 screening , Length criteria of this support type. Edge Distance As described in level 2 screening criteria of this support type. Adjacent Supports A total of four (4) adjacent supports, two on each side of the evaluated support, shall be checked for support types. The ACCEPTABLE adjacent supports are type 5 supports, rigid anchors (well supported Cast Iron (CI) boxes, grouted penetrations, etc.), or three way stops (well-supported Junction boxes, type 7-5-0910 supports). Support types 1, 2, 3, 4, 6, and 8 shall not be considered as acceptable adjacent supports. Frequency The frequencies of four adjacent spans Detemination shall be determined. Figure 5-1 provides the equivalent analytical models of various connon conduit configurations. If the evaluated conduit configuration is not the same as those configurations specified in Figure 5-1, conservative assumptions can be used to detemine the most
- - - - - - - - - - )
I M P aE L L
- r*
A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 9 OF 88 l suitable analytical model. Table 5-2
~
to Table 5-9 summarize the conduit frequencies or frequency formulas to estimate frequencies of various conduit configurations. If the conduit span length is between the two span lengths specified in the tables, the longer length shall be ' conservatively used to estimate the conduit frequency. The minimum frequency (design frequency) of all four spans shall be used as the frequency of the evaluated support. Multi-Mode Factors The Multi-Mode Factors (P9F) are i (PNF) defined as follows: PetF = 1.0 for all configurations if I, the design frequency is 1 0 33 m. < MMF = 1.25 for simply supported span with no bend or with lumped mass, and design frequency 33 hz. 194F = 1.5 For other configurations (e.g., with bend LBDs, LB, l etc., or conduit overhang) and design frequency 33 Hz. Design Frequency The design frequency is the minimum frequency of four evaluated spans. _~ Clamp Orientation Figure 5-2 suunarizes six appifcable clamp orientations. The Y direction represents the vertical (up-down) direction in all building. The X and Z directions can represent the l North-South (N-S) or East-West (E-W) l direction. Caution should be taken to ! choose the appropriate case. O
g t_n nr db MULTI-LEYEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE. A(Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: P I-0210-053-001 REVISION: 5 PAGE 10 OF 88 CATEGORY SUPPORT SHOULD SATISFY THE FOLLOWING Dead Load on Supports The dead load is generally calculated by multiplying the conduit unit weight with the conduit tributary span. Any additional weights, such as condulets, fire protection material, smoke detectors, cast iron boxes, or grounding cables shall also be added. Table 5-10 sumarizes the conduit weight per if near foot for various conduit size. Table 5-11 sumarizes the weight of various condulets and Table 5-12 provides the weight of copper grounding cable. Flexible Conduit or Figure 2-5 of Part II of this document Conduit Overhang shows typical conduit overhang d configurations. Table 5-13 sumarizes reaction forumlas to estimate the dead loads on the supports near the conduit overhang. Allowable Dead Loads Tables of the allowable dead loads are provided in Appendix 3C of this document. These allowables are developed for different buildings, clamp orientations, multianode factors, and different design frequencies. Caution should be taken to choose the appropriate allowable. O
IMPELL w ra. @ TITLE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 11 OF 88 4.2 TAG SUPPORT , Supports which meet the Level 4 criteria shall be tagged as a Level 4 Support. Tag numbers shall be unique. 4.3 DOCUMENTATION Level 4 Supports shall be entered in a computerized data base and shall be cross-referenced to the engineering evaluation file.
- b l
4 1 O
PtLL IN Lee U A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE. (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 12 OF 88 TABLE 4.1 MEASUREMENT TOLERANCES Item Tolerances
- 1. Lengths of Unistrut/ Structural 1 in.
shapes up to 5 ft.
- 2. Lengths of Unistrut/ Structural 2 in, shapes greater than 5 ft.
- 3. Conduit span lengths, 2 x conduit outer
! support locations diameter
- 4. Weld size 1/16 in.
- 5. Distance between bolts, edge 1/4 in.
( distance
- 6. Lengths of rods up to 2 ft. 1/2 in.
- 7. Lengths of rods greater than 1 in. -
2 ft.
- 8. Dimensions of junction box 1/2 in.
- 9. Tolerance for conduit +5'
- 10. Location-Reference of support 3 ft.
from reference line
- 11. Project lengths of anchor bolts 1/4 in.
O
-- _---- 1
IN LP_tLLW "" TITLE *. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 13 OF 88 l
TABLE 5-1 ANCHOR BOLT LENGTH IDENTIFICATION STAMP SYSTEM Letter Stamped on Anchor Bolt Anchor Length (in. ) A 1-1/2 B 2 Z C 2-1/2 D 3 r ( E 3-1/2 F 4 G 4-1/2 H 5 I 5-1/2 J 6 i K 6-1/2 L 7 M 7-1/2 N 8 0 8-1/2 P 9 Q 9-1/2 R 10 S 11 T 12 O
k
- {r AU ggceH 4Qrm - - , 2Fham:.mr N", m58 nBfB* $= ;;Ez Cl9* . R* ;c m *._ g1o3 gn o Y*5==aE2~Z3 $
zCIpmn- 22EQ- m - a '
" ,. Om 8 t - 3 b o.om 9 -
r errrrrenWrrrercrrr < 1 ca r r 'o cr 'o r. r ' r r r r r v r, r r
/
t 't c - c c --<t - i
= s/ c. w. e- r- r- w- r- r- e- .
v r, r n m i 'o e e re rc rc
> e r c. e- w- r- r- r -
w- e - r - t cc
<c r
c r r r r r r e i cc- c. r- r- e. rr- c - r-t cc c c c c rr r r r i cyrrrrewr - a r ercrc.rrr - - - T t c v r r y r v r '2 rrrerverr H G I s
/
cw- c. r- e- w- r- r- r- _ E m cr r r r r r r e W = D n s
/
cr- w- r- r- r- w- r- r-E T t ce r r r r r r r A R T s c. r- c- r- - a r- rr- c. r-N
/
t cc c c c c rr v r r E C N O C r
/
t rrrrrrrr s r c c e c e c yrrrrrrrr rwerrcrrew a-
*3 w
o w S E T o c & 1_. rr r- r-o I U s - - c. r- r- w- w- "
- CO = /
c c y n m sr c r r r NH ET UI i s n = ec r- r- r- c. r- r- c- % QW E i m s
/
t cr r c c c e r r y % RR w t F O c- rr r-cr r- r-2
- TH 5 I T UI n
e m o s
/
t
's r r-r r r c re c
r. c &h L OW E. 1 N c r wrerrrre"I wrrere r- rs I t 8 OS A CN A
/
t r r r c r r r r 's e e r r r r e e c A T HP CS s/ wr w- r- r- r- e- e- r-N I D
= m rr c e c e r r e :
S I, 4 T E e i e
/
we c- e- ws r-r - r-
/R 3O L
rr r r c c r r r P P U o wr- v-r i r a r- re- - r- r-S
/
L re r r v r rr r r Y- r t P r r- r- r r -r -e e r e w e r r r w r e i. e w w w r r r r *9 rrrer rrrr M / t I s S e- r- r e-s rr - - r- r- c. a r e
/
m s ww r r r e v r t.m s a t
= s s r- r- r- ( c. r- r- r- r-
- e s
wwwr e e / e
/
t vr r 3 ip t n
- s.
rr r- r- r- e. ra-r r- r- f mu s e. s
/
rw ww ww O t t s w w w w I s t e-s w.M es3 e ssr ous sseosa 9 s s is in su a C a l'1i l!I' f; .;l}ill\) ; ' I
i O O O z -4 TABLE 5-3 C A 1-INCH CONDUIT FREQUENCIES E r-9 3 t 11 x Q> SIMPLY SUPPORTED SPANS WITH OR WITHOUT CONCENTRATED WEIGHT y o x s: o c:
- r- Ab E
~ ns d. 1F -
i
- =r r-Coleulf $ PAN LENGTM f o, Q o =m m a r-w gm,. s= ie = rs = n= >n= 6 WN o
a :o t/e t/4 3t/s L/F L/o L/4 1/e L/2 t/e t/4 1/e L/r t/e L/4 1/e L/r L/o t/4 1/e t/7 @Q
-=
\ e ir.ir ir-ir ir-ir ir-ir ve r-r r-r e-r c-r e-r s-r c-r s-r s-r s-r s-r < s -r cs'-r < s -r e -r ,~ r ir-r ir-ir ir-c ir-c r-r r-r r-e- esi- sse- s -e- c -i- sse ssa- este- e -o- es7- <ssr ,c-ie' re -o- es - %o s ir-r e-r s-r c.c e -c ** Q
~~
e ir-r ir-r ir-e ir-ir r-r r-r rc r-r c-r s-e s-r sse sse c-r c-c c-r <s -e e -r cc-c e -r s n -r r-r s-r c-r e -e ., ~g s ir-c ir-e- n -r n -c r-c r-c r-r r-ir c-c s -i r e-r s-c c-r c-r c-i - r-ir es -r n -r <c i- o -ir g g ;;; r is -c r-r e-r r ir o -ir g m ,, e ir-r ir-r n -r n -r 9-r r-r r-r r-r c-r s'-r s-r s-r c-ir c-r r-ir r-r ec-ir cc-r o -iro -r 5 :g e n -r r-r c-n- r-r o -r z gy is it ir-e n -ir n -e ir-n- r-e r-e r-c r-c ir-r r-y cc c-r r-r c-ir c-ir c-r r-r r-r cc-ir e-r o -r e-r v.c o -r cr-r m ng e= n ir-c c-tr e-c r-r a -r , m - is ir-ir n -c ie -c to -r r-ir r-r e-ir s-r e-r s -r cr e-r e-r r-r r-c y-r <c-r cr-r <r-c o -r l en
* ' ~
c.c - is te -r c-r r-r o -r l io r-ir s'-c c-r r-r tv-r E8 ! re ir-r ir-is- r-n- r-r r-r r-r c-s- s-c r-ir c-r c-r c-e c-r r s- r-e r-r cc-r r-c cr-e use C5 rs ' r-r r-r r-ir r-ir cr -ir E5 se ir-rjir-e r-r r-ie- r-r c-r c-ir r-r r-c c-c r ir r-r c-e r-r r-r rse <c-r cr-r <r-r cr-r - o* 3 o it u : e, a 2 e - t e e.. s e _ A _, m a m i l Q f/"CONDWT $ i a a O J Ti 1 ! i_ L _i . I
=
m i
O 'O O i ' i z -4 TABLE 5-4 c ! E r-1-1/2 INCH CONDUIT FREQUENCIES to M 2: m- _' f SIMPLY SUPPORTED 5 PANS WITH OR WITHOUT CONENTRATED WEIGHT
- Y3 3
1 Td F AV j o U 17 WIF PAII LEElll o :r mb . B D a: 1 o 3 m i us CL t-- Nk 33 11' > 33 m taa free. 5m 10 W L/e L/4 RA L/t LA L/4 1/e L/I L/e L/4 1/e L/t L/s L/4 1/e L/t L/e L/4 1/e L/t i mm : 'l e w-w ir-tr w-w w-w w-r w-r w-r w-r r-r r-r r-r r-r r-r r-r r-r e-r r s -r rr-r 4'-r i s'-r 2E i l 2 15'-9* 15' 4
- B4' # 14*-7* 11'-t* 14'-8* 14'-4* w 3* 7*-IF 7*-6* r-3* r-t* S'4
- l' # l'-r l'-r c 6'-r ' l'-r 4'-r r 5'-r oE w-r r-e r-r ,r-r f; o 3 w-r 4 .r-e w4r w-r w-r Ir-r w-r w-r w-r r-r r -4* r-r c4r e-r r-e r-r r cc-e cr-e r-s- , r "$
5 w-r r-i r c-w c-r <r-r ::a 6 15'-s* 14*-le* 14'-4* 14'-c Ir-r 10'-4* 9'-l e 9' # 7'-9" 7*-t* 6'40* 6'-9" 6'-r l' # l*-3" l'-r 84'-8* iS'-r 'S'-r r 5'-r 33 'a * $ 7 wr r-r r-r s' e ir-r g gg ' j e 15'-7* 14*-8* Ir-l* 13*-1t* le*4r 14*-t* 9'-9* r-7* 7'-s* rd' 4*-8* S'-7* l'41* l'-l* l'-1
- l'-r "$'-It'<S'-r *S'-r 'S' F g eg ,3 l 9 tr-r r-e r-e c-ir r c-i r oZ $gq i I
le 15'-6* 14'-4* t r-Il* 13' 4* te'-Ir le*4
- 9'-6* 9'-S* 7*- 7* 6'41' 6'-4* 6'-l* l*40' 5'-3* 4'-11' 4*-le* < 5'-trcl'-r 44' w'4' 1r it ir-r r-r r-r c-c rc-r 2.g 14 , t v-4* 9'-1
- 6'-1
- 4'-r it' 7*
U' jg 15 15'-4* 14'-t* 13'-4* 13'-3* 10'-9* 9' # 9' t* 9'-8* 7'-4* s'-s* 6' # 6' 8* l' # l'-8" 4'-r 4*-r <5'-9" d'-F 4'-7* r4*-4* ,
l it ir-r r-n- r-e c-r c-r gn _
is ir-e r-r r-w c-r ic-r gn to IS'-r 13'-le* 13*.c tt'-tr le*-7* F -4* s'-le* F-r 7*-4* 6*-r 5'-II* l'-9" l'-7* 4'- W 4'-5* 4'-r 45'-r ee'-tr4'-r re'-r *O i
l tv-r e-r s -r e-r e -e "5 l
ts so w-ir w-r mc w-v w-r r-r r-r r-r r-e r-r s'-r r-r r-s- c-r c-r r-w F l
E' O c r m-T. r-- p CouBUIT Spat L[16710 o.
- a. <
o sm ', m cL r-j Poe. ' 5 Ilr 10 m 30 ser 33 Ier > 33 ser Y o Eum i ! (I b a L/s L/4 3L/8 t/2 L/5 L/4 1/8 L/2 t/s L/4 3L/S L/2 L/8 t/4 1/8 t/2 t/s L/4 3t/s L/2 o m g;o 1 m 0 16'a r 16'a i* 16'a r 16'-a r 12*-8" it'-8* 3 2'-0* 12*-0* 8*-s* s' 5* s'-5* s' 5* 4* 7* 6'-7* 4'-7* 6 '-P 86*-7* iE'-7* 4'-r 4'-r *$ 2 ir-e ir-c icar ic-r ir-r ir-r ir-ir ir-ir r-e r-r r-s- r-r r-r c-r c c-r <r-r c-r 5 -c s -r ;P g 3 sc-c ar-c r-e e-c cc-c n 4 1 s* -0* 17'-3* Ic-9* 16*-7* 12'-r 12'a* li'-9" li'-r 8*-11* e'-4* s'-2* s'-i' 8*-i r 4*-7* 4'-P 4'- 3*
- 6*-I rr6'-r <r-4* 56'- 3* m$
s ic-c si'-c r-c c-r ir-r ::g 6 i7 -ir ir-e ic-r ic-r ir-r ir-r ir-r ir-r r-ir rc r-e r-s e car c-s* c-r ce < c-i r r-s* 4'-r c-e m l$ 7 ,c-r ir a- rar ce cc-r Q g>
; e if -ir ir-r ic-r ic-r ir-r ir-ir ir-r ir-r r-ir r-r r-ir r-r c-ir c-c c-r s'-i r <c ir c-c 4'-r is -ir e =g 16*-i' 7' 8* s'-Ir is'ar O s l 9 it'-2*
< c-are -r Z 2 ;o -e i sc-se sc-r sc-r ir-r ir-r ny-r w-r r-se e-r r-r r-r car e-r c-Ir s-r 4 -I r s-r I
se nr-ir is'ar irar r-c s'-r s'-r
- 1E it no , as -r se-r r-e s-c as -r 5%
17'-r 16*-7* 3 5'a t" 15'-7* 12*-l* 11*-6* 14*-11* It'-9* 8*-8" 7'-l i* 7'-5* 7'-3* 6'-4* 6'-r l*-7* 5'-6* <8'-8" 4*-8" d'-7* s'-4* m - l Il ir-r r-r s-r s-r ;ll "_ t 36 ic-c ! is ir-r ir-c r-r c-c <r-e En to Ir-r sc-e sc-c sc-r nr-e w-r ir-r se-e r-r r-e r-e r-e c-r cae s'-r c-r <c-r 4 -,e n -4* <*- r *2 , ts ic-a r nr-e e-r c-r s-e 2g 3*-5* 4'-8* 6'-6* 6*-5* l'-r l*-s* 4'-10' 46'-l* 4*-s* rs*-r d'-ir ""., 30 I r-5* 1s'at* 14'-11* 14'-7* 12'-i
- 10'-9* it'-r t'-r 7'-r o
o tamesit stre: 2* dtauster , n j > 1 J W = Leased tertW4 O c A _a m - r,s .'I l _l C gn (5) f 2* WNDU/T 0 a a T1 L L _I . e . m l l I h _
IMPELL(; TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT
' (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 18 OF 88 TABLE 5-6 VARIOUS CONDUIT FREQUENCIES CANTILEVER WITH NO CONCENTRATED WEIGHT COEUIT SPAN LENGTH Frequency Diameter 5 Hz 10 Hr 20 k 33 Hr >33 Hz 2" 10'-2" 7'-2" 5'-1" 3 '-1 1" < 3 '-11" f 1-1/2" 8 ' -10" 6'-3" 4 '- 5" 3'-5" < 3 '- 5" 1" 7'-8" 5'-5" 3 ' -10" 3'-0" < 3 ' - 0".
3/4" 6'-8" 4'-8" 3'-4" 2'-7" < 2 '-7" t < cosowr 3 I O l l
~~ -
3 g gI mU CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (Two Inch and Under) Part III--Engineering Evaluation Procedures. i O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 19 OF 88 TABLE 5-7 VARIOUS CONDUIT FREQUENCY FORMULAS l CANTILEVER WITH CONCENTRATED WEIGHT I
)
f CONDU!T 2 &- i L - 4
~
l i !O
- l 1
CONDUIT FREQUENCY (Hz) SIZE (in.) l 23400 i 2 ~ l (WL# + 0.10008L') 'l# 15965 1-1/2 (WL3 + 0.07992L') l/Z
~
j 8477 (WL' + 0.04008L') '/3 55M 3/4 (WL3 + 0.03L') I/3 leiere: W = Lbs L = Inches
IN tP_EL_L @
'C' CONDUIT TITLE.* A(Two MULTI-LEVEL SCREENING CRITERIA FOR TRAIN Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 20 OF 88 TABLE 5-8 VARIOUS CONDUIT FREQUENCY FORMULAS CONDUIT OVEPHANG WITH CONCENTRATED WEIGHT AT FREE END CONOVir WE/0HT
(/bf/NC Q
- l. o L2 _
J db ROTATIONAL SPRING neii An Am .
"A I
F0f0MDKT (t ) fl C03U17 w [0 SI N Ttt F0f0gng? (m ) ft
"'"' "^I :- ri.,1r;A; f.1/2' 150000.04Af 11/2' 15972.63Af
- I
( l' 11970.09A Af u.- Seur.nAi ,,,, ,,,,,,,3 g; Final Frequency ag f gf (fj*fI2 ' A. table
- *0 0.01 0.1 1.0 10 100 0 0 0 0 0 0 0 0.01 0.41H 0.41N 0.N96 0.2941 0.1762 0.0M0 3 0.1 0.7370 0.7303 0.0007 0.51M 0.3111 0.1762 1.0 1.2479 1.2N1 1.1642 0.0706 0.51M 0.N41 10.0 1.73t7 1.7071 1.5012 1.1942 0.0007 0.3095 100.0 1.0 950 1.0300 1.70T1 1.!N1 0.7N3 0.4129 On 1.0 751 1 .0 41 1.723 1.247 0.7 N 0.41 8 O
l l
IN P_ t ELL *nr TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l (Two Inch and Under) Part III--Engineering Evaluation Procedures j O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 21 OF 88 l TABLE 5-9 l VARIOUS CONDUIT FREQUENCY FORMULAS UN80LTED CAST IRON (CI) BOX AT CONDUIT INTERSECTIONS
.. ~
f L m . g 5
, sirs d IN em as , , (l .
ts/ ( e 7 m
\r e :
4 O Existin, Conduit Conri uration anairtica, Modei . 9 I where K = 1.344x10 ( Il + 2)
- 1 K b b F m m= M CI + hc i q= Total length of leg 2 & 4 (in)
L= Total length of leg 1 & 3 Un) l Moment Conduit Mass 2 Conduit Ine tia eng I= 1 nt of inertia of L j Unb Size (in) (In4) (#-in/Sec2 ) g= Moment of inertia of L 2 2 (1"4) 2 .6 66 .0011 gCI= Mass of the CI box 1-1/ 2 .31 0 .0009 1 087 .0004 NC = Mass of all conduits 3/4 .037 .0003 i Note: Leg 1 and leg 3 should have the same conduit size. Leg 2 and leg 4 should have the same conduit size. , ___-____.-_._____________.____,-__-,__m
- y_ - , , - . _ . - - . _ , _ - , . _ _ _ , . _ _ _ . - _ - . . , . _ _ _ _ _ . - - . _ _ . . . . - .
IN kwe PtLL QF
'C' CONDUIT TITLE.* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 22 OF 88 TABLE 5-10 WEIGHT OF VARIOUS CONOUIT DIAMETERS Conduit Conduit Diameter Weight (inch) (Ibs/f t) 3/4 1.5 1 2 1-1/2 4 2 5 3 13 4 19 1 5 23 l
l l l l l O
IN PaELL L *) TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 23 OF 88 TABLE 5-11 WEIGHT OF VARIOUS CONDULETS AND SMOKE DETECTORS S I l I i ItunFACTURERs. GluDULET CATALOG MO. 450 WIGHTS (1bs) l I i l l l 1 I CROUsE AND Hlmos APPLETON l l l C0400lf i i l l L80l_l4 i C( )* l i l l ii DIAfETER (!N) l L5 LSD . C-( ) SC-( ). L8( 14 _ 1/2 .M 1.4 1 (17) -- .77 (50) 1.10 (50) .79 150) 3/4 1.24 2.2 1.3 (27) -- 1.03 (75) 1.64 (75) 1.13 (75) 1 1.9 2.7 1.7 (37) 3.2 1 .41 (100) 2.39 (100) 1.64 (100) 1-1/2 3.4 11.0 5.5 (57) 6 4.o7 (150) '7.95 (150) 3.96 (150) 7.53 (200) 9.31 (200) 7.18 (2001 2 5.2 11.4 5.6 (47) 7 f O - LS LSD LSD Lv , r L %- i C BC . I . 1 [> i
)
No tes: (1) The weight of smoke detectors is 1-1/2 pounds. (2) The majority of smoke detectors are normally attached to CI i boxes. Add the weight of the CI box (obtained from the Appleton I or Crouse-Hinds catalogs), to the 1-1/2 pound smoke detector - weight. O
IN gP_E.L_L $ , CONDUIT TITLE Two (A MULTI-LEVEL Inch and Under) Part III--Engineering SCREENING CRITERIA Evaluation Procedures FOR TRAIN 'C O REVISION: 5 PAGE 24 OF 88 NUMBER: PI-0210-053-001 TABLE 5-12 WEIGHT OF COPPER GROUNDING CA8LES ! Ofameter Wefght 2 (ineh) (Ib s/f t. ) I/2 0.76 3/4 1.70 O I 3.00 l l f 1 !O l
IN tP_ ELL nrd6 A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT NI (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 25 OF 88
,' g M11tikwik bolts
. . v'/'
(.:..,/,yE:W..,as f.. k,ci 4, sjj e . 3
,, s- in lM oupler
- f .
" die. throeded rod I
21 {Rodspacing) Cetilng to top tier. Colling to bottom tier
' I LL \ L.t r, - -
ei .; i ' EE r* 4
- Tier-to-tier spectng P1001g u i V -
V Figure 4.1 TYPE 4e -- ElLTITIERS O
IN iY_tLL1"r' A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITM*. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 26 OF 88 M11tikwik bolts v .
} .o ' .L * * ' m;*e t. . ag. . ..
sy ., ; . .e ., f oupler
".h i ,l .
I ta threaded rod 2 3=, H Collini to top tier [Rodspacing] Li- - - P1001\ - - - - _ 2.1 O l l Figure 4.2 TYPE da -- $1NGLE TIER , i o
~ ~~ ' - -
IN tJ PELL*r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT E.. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 27 OF 88 d["$,
- i. m"aE. A h.E.',',","
,' % "h 4 "am" rima
,- 2 . .
i
. ,e = = .m. =4;';,sa.,.=,.,f, ag a. .
A= '*'
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- m.
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=
oE. n "me'm " " "a g ,aa,m,, man,as
! =
1, O .muun _ aswt , "- 1 r ess e n sur 4 massa ime sas 9 mortes ses mamms . M 1 r l
"m"uP'm8 oE-m"Eove Es"su*m'Im*'a e mams e a
m aa l'
! *DmEwn-e ,-
asser n mesma Figure 4.3 TYPE 4e HALEDOWN INSTRUCTIONS FLOW CHART O
IM unPtLL% r-TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 28 OF 88 TABLE 5-13 -
CONDUIT OVERHANG REACTION FORMULAS 4 w
- / _ a (12 _ 2)
Rg=
!!% 21 w fl+o) w 2
#s n ng, R2 " - II * *}
I 8 ea
# - A p.
R 1"{ g O *w e
* *}
R 2"1 II ' l Conduit Fixture ' Size Weight (in. ) Fixture (1bs) 3/4 Type FD or FS CI Box 2-7/8" x 4-5/8" 3 3/4 Type FD CI Box. 4-5/8" x 4-5/8" 4 1 3/4 Fire Detector W/CI Sox 5 l 1 Type FD or FS CI 80x, 2-7/8" x 4-5/8" 3 1 Type FD CI Box 4-5/8" x 4-5/8" 4 ! I Fire Detector W/CI Sox 5 i from the left-hand span should be added NOTE: The dead load on R3 to the above load at Rt . O
uvircu - w CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 29 OF 88
. = e e N a
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a s = n
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IMP _EL_L'4)
'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 30 OF 88 Y Y 6 N 9 o V
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D/RCCT/CNS - B u/ L OING X= o/RfCTION Z* C/WCC7/CN Y= OtR K C T/C N {f{AL N*3 f. W VfRTICA L CONTAINMENT N3 f*W VfRTICAL fifC TR/CA L &W N3 YERTICAL AuxtLIARY f.W N3 VfRTICA L
&W VfRrtCA L f r't IN AW N-3 SAff0A RD f* W N3 VERTICA L FIGURE 5-2 VARIOUS CLAMP ORIENTATIONS O
I M P _E R_ ** E., A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 31 OF 88 LEVEL 5--Seismic System Analysis 1 J Walkdown and Evaluation Instructions lp 4 1 - I [ , O l \
uvtexts y TITM', A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 32 OE 88 5.0 LEVEL 5--Seismic System Analysis , 5.1 IDENTIFY LEVEL 5 SUPPORTS Level 5 supports are supports for which an equivalent static or dynamic analysis shall be performed. This level should be used only if Levels 1 threugh 4 are unsuccessful or inappropriate. 5.2 FIELD INFORMATION Walkdown personnel shall obtain the following infonnation as requested by the engineer: (a) field sketch of support with appropriate dimensions (b) structural elements of support (c) welds and Unistrut fittings (d) anchor bolt sizes and embedments (e) number and diameter of conduits j (f) conduit spans to adjacent supports (which provide restraint in x , y , and z- coordinate directions) (g) location (coordinates) of support (from identifiable plant l O feature to the support attachment point) (h) details of conduit systems (i) conduit identification numbers If a response spectrum analysis is to be performed, the entire conduit run shall be sketched with details of all conduits and support types. If an Equivalent Static Force calculation is performed, only the conduit up to the x-direction, y-direction, and z-direction support needs to be sketched. Isometrics of branch lines should be included for both response spectrum and Equivalent Static Force calculation methods. A calculation package shall be originated by one engineer and checked by another. The procedures to collect as-built information for Screen Level 5 are described in Project Instruction No.
- ^ 0210-052-004 (Ref. 8).
i O
A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.* (1Wo Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 33 OF 88 5.3 0FFICE ENGINEERING EVALUATION An engineering evaluation shall be performed to obtain seismic loads and seismic capacities of the supports. Seismic loads may be determined by a dynamic response spectrum analysis or by Equivalent Static Force calculations. Project Instruction No. 0210-052-003 (Ref. 9) gives procedures to be followed should an Equivalent Static Force calculation be perfomed. Modeling procedures for a dynamic response spectrum analysis are described in Project Instruction No. 0210-052-006 (Ref.10). 5.4 TAG SUPPORT Supports which require Level 5 seismic system analysis shall be l tagged as follows: Step 1: Level 5 Analysis in Progress l A-XXXXX "A" indicates that analysis is in progress. i XXXXX is a unique sequence num6er Step 2: Level 5 Analysis Complete ! 5-XXXXX Support qualified. "5" indicates that the i support is qualified using Level 5 analysis. f i Skip Step 3. ! M-XXXXX Support not qualified. An "M" shall be placed i on the "A" (Step 1) to indicate that modification is in progress. l i Step 3: Rewor: Complete R1-XXXXX "R1", "R2", or "R3" indicates the rework R2-XXXXX option used on the support. The rework R3-XXXXX options are described in Part I of this
~
project instruction. 5.5 DOCUMENTATION The engineering evaluations shall be documented and filed in accordance with Quality Assurance procedures. Level 5 Supports shall be entered in a computerized data base and cross-referenced to the engineering evaluation file. O
IA LPEL_Ld5 1r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.* (Two Inch and Under) Part III--Engineering Evaluation Procedures O PAGE 34 OF 88
- NUMBER
- PI-0210-053-001 REVISION: 5 LEVEL 7--Safe Shutdown Systems Check l
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IN wJ PtLL *r* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (TWo Inch and Under) Part III--Engineering Evaluation Procedures O V NUMBER: PI-0210-053-001 REVISION: 5 PAGE 35 OF 88 7.0 LEVEL 7 -- SAFE SHUTDOWN SYSTEMS CHECK . 7.1 IDENTIFY LEVEL 7 SUPPORTS Level 7 supports are supports that have attached conduit which could impact a Category I component during a safe shutdown earthquake. This level should only be used if levels 5 or 6 are unsuccessful, inappropriate, or a design change proves to be cost ineffective. 7.2 FIELD INFORMATION Walkdown personnel shall obtain the following information: (a) Target (s) identification using equipment I.D. tag (i.e., conduit, tray, junction box, pull box, panel, pipe no., equipment no., etc.) (b) Source (s) by conduit number (s) and size (c) Location (coordinates) of target (s) l 7.3 0FFICE ENGINEERING EVALUATION An engineering failure modes and effects analysis (FMEA) shall be i performed to deteruine the effect on the plants safe shutdown (SSD) l capability assuming the following conditions: (a) Loss of the identified targets. (b) Total loss of offsite power (c) Loss of function of all non-seismic systems (d) Single active failure As noted in the Connanche Peak Seismic Interaction Criteria,
' Reference 1, the failure modes and effects analysis will be based on the requirements and connitments contained in system descriptions, component specifications, plant technical specifications, FSAR, emergency operating procedures and calculations that apply during and after the occurance of the SSE. This analysis will take into consideration the plant's conditions postulated when SSE occurs.
The targets in question will be evaluated to determine if they are necessary to achieve the following goals:
IMP _ ELL $ A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.' (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 36 OF 88 (a) Maintain the integrity of the reactor coolant pressure boundary,
- (b) Maintain the capability to shutdown the reactor and maintain it in a safe shutdown condition, (c) Maintain the capability to prevent or mitigate accidents whose f
consequences could result in potential offsite exposures I comparable to the guideline exposures of 10 CFR Part 100, Reference 2. The following references may be used to establish whether the target is required to assure that the above goals a) through c) are j achieved. l
- Section C, Items 1 and 2 of Reg. Guide 1.29, Reference 3, list the structures, systems, and components of a nuclear power plant, incl..uding their foundations and supports, which are j designed as Seismic Category I and should be designed to I withstand the effects of the SSE and remain functional.
- Table 17A-1 of the CPSES FSAR, Reference 4, provides a list of quality assured structures, systems and components. This table identifies those structures, systems, and components that are seismic category I that may be of interest in perfoming the FMEA.
- CPSES DBD-DS-14 Reference 5, includes an Essential Shutdown Components list.
- From CPSES calc. FDS-2 " Failure Modes and Effects Analysis,"
Table 1 - FMEA
SUMMARY
, Reference 6, provides a list of acceptable interactions. This table may be used to augment any analysis required to detemine which interactions are acceptable.
- These references in conjunction with the CPSES Pa!D's, FSAR, and technical specifications may be used to detemine which systems and components are required for safe shutdown.
Circuits and components of potential SSD systems will be evaluated to detemine if their loss has any effect on the operation of the component and system in question. Dispositions will be noted in Table 7.1 as described below. , O
- - - - - - . - . - _ ----_ w- . . , _._ _ ., -mis-ewe---m--m -,-,vw
1MP_ ELL *w* A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 37 OF 88 If the failure modes and effects evaluation clearly indicates that the target perfonns no safety related function, consistent with the goals noted above, then its loss may be dispositioned as acceptable for the safe shutdown of the plant. If the target is required for safe shutdown and, its redundant counterpart is not available due to an unacceptable seismic interaction or application of a single active failure, then the target's loss shall be dispositioned as unacceptable for the safe shutdown of the plant. However, if the target is required for safe shutdown and there is more than one redundant counterpart, where at least 2 of them are not susceptible to damage, then the loss of the target may be dispositioned as acceptable for the safe shutdown of the plant. Figure 7.1 provides a simplified fault tree to determine the acceptability /unacceptability of seismic interactions with potential SSD targets. - Interactions which cannot be demonstrated to be acceptable will O reautre corrective actioa. Corrective action mar inciude but shaii not be limited to: (a) Addition of seismic restraints (b) Modification of existing supports (c) Addition of aircraft cable restraints (d) Addition of barriers (e) Re-routing or relocation of components The results of the safe shutdown systems evaluation will be submitted to the Interaction Team Project Engineer for further
, action and resolution by the seismic interaction team, as necessary.
All level 7 supports shall be entered in the Seismic Interaction Evaluation and Resolution (SIER) Log, Table 7.1. After the interaction has been determined to be either acceptable or unacceptable, a recomunendation shall be entered in the SIER log. The Team Project Engineer will assign a unique interaction number to ' each interaction target and maintain a master log. The Team Project Engineer or his designee will then fill in the target ID number and
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. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (1ko Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 38 OF. 88 the source of the interaction on the SIER Log. The SIER Log will then be transmitted to the Safe Shutdown Evaluation Team.
The Safe Shutdown Evaluation Team will complete the remaining items on the SIER Log, keep a copy of the log, and transmit the original back to the Team Project Engineer for further action and resolution by the seismic interaction team, as necessary. After the full analysis has been perfomed, the Safe Shutdown Evaluation Team will disposition the interaction by filling in the remaining items on the log as described. The Target Function is a description of what function the target perfoms (i.e., coolant to charging pump L.0. cooler). The Failure Mode is a description of how the target fails (i.e., source ruptures pipe, source severs cable). The Effect on Target is a description of what happens when the ! target and source interact (i.e., loss of coolant to L.O. cooler). O
, The Effect on System is a description of how the system is affected when the target and source interact (i.e., degrades safety function of charging pump).
A Reconnendation is then made as to whether the interaction is acceptable or unacceptable. The Safe Shutdown Evaluation Team shall maintain a calculation file of all documentation used to detemine the final recommendation. Each calculation in the file shall be cross referenced to its corresponding interaction number in the SIER Log. 7.4 SUPPORT TAGGING Support tagging procedures shall be the same as for levels 4 through
~6 supports.
7.5 DOCUMENTATION The walkdown information and engineering evaluation shall be documented and filed in accordance with Quality Assurance procedures. Level 7 supports shall be entered in a computerized data base and shall be cross-referenced to the engineering evaluation. O 1
IN P_ t ELLt*r* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.* (1Wo Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 39 OF 88 FIGURE 7.1 I I I IS TARGET l l NEEDED l l FOR lNo loss acceptable i SAFE SHUTDOWN (SSD)? l I I Yes i I I I l
. O x
i ARE aoRE TNAN 2 SSo i l PATHS AVAILABLE? lNo loss unacceptable i I Yes l I I ARE THERE AT LEAST l ~ l 2 PATHS NOT No loss unacceptable l SUSCEPTIBLE TO DAMAGE? 1 I
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Yes loss acceptable O
o 's TABLE 7.1 o Seismic Interaction
- Evaluation and Resolution (SIER) Log 4
Interaction Target Source of Target Failure Affect on Affect on No ID Interaction Function Mode Target System Reconumendation
+
l i 1 i i l i
t_n nr A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE *. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 40 OF 88 APPENDIX III-A , SUPPORT TYPE 4A - LEVEL 4 FILE ORGANIZATION FORMS l P l i
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'C' CONDUIT b A(Two MULTI-LEVEL SCREENING CRITERIA FOR TRAIN Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 41 OF 88 l
TRAIN-C StPPORT TYPE 4a $1FPORT TAG N0.: WALKDOWN DATA SUIO4ARY BUILDING: ROOM No.: 0
!. WALKDOWN CRITTRIA Impe11 PI-0210-053-001 Rev. 5
[ II. WALKDthfW $UIO4ARY 1.0 Elevation Floor or Celling 2.0 Reference Point Inforestion (Opt 1onal) Section 2.0 and 3.0 shall be completed only if an inordinate level of effort is required to get to/or tag this support. Os' 2.1 Column Line I.D North-South East- West LOOKING 2.2 Or other such as junc-tion box I.D. j l TUGCO/ COMANCHE PEAK 5.E.S. - UNIT 1 ' 2" AND tatDER TRAIN C CONDUIT Jo. mo 0210-053-
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IN tP_ ELL Pr CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 42 OF 88 3.0 SUPPORT LOCATION North / South from Reference Point _ (ft) or from Junction Box _ (ft) East / West from Reference Point _ (ft) or free Junction Box _ (ft) Up/Down from Reference Point _ (ft) or free Junction Box _ (ft) 4.0 SCREENING FOR FATIGUE 4.1 1/2' Diameter Threaded Rods 4.1.1 Rog Length between Tiers 1 (between ceiling and tier 1) (ft) 1 (between tiers 1 and 2) (ft) 1 (between tiers 2 and 3) (ft) hn (between tiers (n-1) and (n) ) (ft) Record smallest of 1 1,1,13 . . . In* O Lain " (ft) 2 See Figures 1, 2, for definitions of1 1,1. 2
- In 4.1.2 Rod length from ceiling to top of lowest tier, H (ft).
Record H ft. For single tier supports Lain = N from 4.1.1 above. See Figures 1, 2, for definTtfon of H. 4.1.3 Check for eintaum allowable length (a) Is Lein ) 2.5 ft? lt YES ---- (Continue with 4.1.4) NO ---- (Seport does not gialify) Ti trf n /r fWA hi* W P Dr1Y Cr( , 119d T T 1 2* AND tihDrR TRAIN E CDNDUIT me no 0210-053- " dh cas eso sov = == cseesso == MF O
! IN tJ PELL *r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures
'O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 43 OF 88 l l 4.1.4 Check rods which meet fatigue criteria (a) Is bin ) 6.0 ft.?
- YES ---- (Continue with 4.1.5)
NO ---- (Skip 4.1.5, continue with 4.1.6) 4.1.5 Check for !apact on Category I safety-related targets (a) From 4.1.2 above, H ft. (b) From Table 1, maxima displacement corresponding to H, 0 inches. (c) Are any safety-related targets closer than 'O' (' inches'), in arty direction, between adjacent supports on either side throughout the rod length H7 Yes ---- (Continue with (d)) O NO ---- (Skip 4.1.6 and continue with 5.0) (d) Is the hanger supported longitudinally (along conduit run)?* YES ---- (Continue with (e)) NO ---- (Support does not apsalify)
- Longitudinal supports are Type 5 and Type 6 - see Figure 3 (e) is the target located in the longitudinal direction of the conduits?
YES ---- (Skip 4.1.6 and continue with 5.0) , MO ---- (Continue with (f)) TUGCO/ COMANCHE PEAK S.E.S. - UNIT I I Z" AMD UnDER TRAIN C CURUUll me e nu n_nu_
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'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures O REVISION: 5 PAGE 44 OF 88 NUMBER: PI-0210-053-001 1 (f) From Table 3, maximum lateral displacement corrvsponding to H. O inches.
Are there safety-related targets closer than 'O' (fnches), in the latersi direction, between adjacent supports on either side throughout the rod length M7 YES ---- (Support does not palf fy) NO -- ($ kip 4.1.6 and continue with 5.0) 4.1.6 Check for fattsue and clearance for 3 6 46.0 ft. 4.1.6.1 Check for Axf al Supports Is the hanger supported longitudinally (along conduft run)?* YES ---- (Identify Type 5 or Type 6 and continue wf th 4.1.6.2) No ---- (support does not qualffy)
- Longitudinal supports are Type 5 and Type 6 - see Figure 3 TUGC0/COMNCHE PEAK 5.E.5. - UMII 1 7" Ahn tedhr0 TRATM r rnidhlitT Josno 0210-053- "
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ttLL IN wM ~r" TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 45 OF 88 4.1.5.2 Chect for Fatigue Allowable Span Length (a) For each conduit, scord the span length *S' (see Figure 3 for definition of "$') between 2 lateral or 2 maltidirectional supports. Restrictions (1) and (11) must be met. (f) The lateral or multidirectional support must not be another rod hanger, and (11) The red hanger being reviewed must 11e in between the 2 lateral or mitidirectional supports. Record span length. 3: Tier 1 - Conduit 1. 5 ft. Conduit 2. 5 ft. l Conduit n. $ ft. (for all conduits on Tier 1) If multitier, repeat for Tier 2. Tier 3. etc. Use separate sheet for other tiers if reg 41 red. (b) Record the maxism span length from all conduits and from all tiers. 3 max ft. (c) From 4.1.1 record Letn ft-(d) From Table 2. record the allowable span length
'5 1' cormsponding to Lein*
Allowable span longth Si ft. Free (b). Suas ft. Is 51 ) $next YES -- (Complete 4.1.g.3) 50 -- (Support does not palify) TUGCQ/Co mNCME PEAK 5.E.5. - UNIT 1 9e Ahn tmhrR TRAfM
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TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 46 OF 88 l l 4.1.6.3 Check for !apact on Category I safety-related targets (a) From 4.1.2 record H ft. For N<6.0 f t., skip (b), continue with (c) (b) For N ) 6.0 f t.: (1) From Table 3, maximum displacement D inches. (11) Are there av safety-related targets closer than 'O' (inches), in the lateral direction, between adjacent supports on either side throughout the rod length N7 YES --- (Support does not qualify) NO -- (Continue with 5.0) (c) For N < 6.0 ft. (1) Free Table 4, maximum displacement D inches. (11) Are there a v safety-related tar ts closer than 'D' (inches) in the latera direction? YES ---- (Support does not gus11fy) NO ---- (Continue with 5.0) i l l l l l Tiir/n/rnMAkrwr DFAr % F % . UNY' 1 2" AND UNDER TRAIN C CONDUIT m'e 0210-053- " db cacno
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'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and thder) Part III--Engineering Evaluation Procedures O NUMBER: REVISION: 5 PAGE 47 OF 88 PI-0210-053-001 5.0 CECK UNISTRUT Repeat this section for each tier (if multitter hanger)
(a) Is Unistrut P10017 TES --- (Continue with (b)) , NO --- (Support does not qualify) (b) Rod spacing in this tier. B ft. Is B d 12'-6" f, l' YES --- (Continue with 6.0) NO ---- (Support not acceptable) 6.0 CECK NUT AT BOTTOM OF UNISTRUT AIC OTHER SUPPORT DEFICIEEIES Identify av gross deficiencies (e.g., bent rod, overstaed clamp loose nuts and washers, possible slippage of rod over end of Unistrut). The minima thread run-out (projection of rod outside nut) should be 3/16* (or 2-1/2 threads). (a) Is support free of av deffetencies noted above? YES --- (Continue with (b)) NO --- ($upport not acceptable) (b) Is thread run-out at least 2-1/2 threads YES ~~ (Continue with 7.0) l NO ---- (Se port not acceptable) l l TuGCD/CDPMNCHE PEAK 5.E.5. - UNU 1 9= Ahn tRinrD TRAfk r rnknIffT J00 sso 0210-0M. " dh C M ese
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'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 48 OF 88 7.0 ESTIMATE MANGER WEIGHT 7.1 Use attached fem to sumerize conduit and miscellaneous weights in each tier. Use Table 5 for conduit weights and Table 6 for miscellaneous uaf ghts, if applicable.
Repeat 7.1 for all tiers if swport is a multitter hanger. 7.2 Total Manger Weight
, 7.2.1 Vertical Direction se of the weights of all tiers in the vertical direction.
WDL
- W1 + W2 + Wn (1bs), for n tiers ,
7.2.2 Transverse Direction i $m of the usights of all tiers in the transverse direction. WT* W1+W T T2 + Wi n (1bs), for a tiers 5 7.2.3 Longitudinal Direction
$m of the weights of all tiers in the longitudinal direction.
WL= WL1 + WL2 + WL n (1bs), for n tiers 8.0 CIECK FOR FATIGUE MAXIMUM LOAD From 7.2.1, vertical direction load WDL lbs From Table 7, allowable dead load for this location, Wg Ibs. Is WDL 4 WR7 TES ---- (Continue with g.0) 50 --- ($gport does not galify) TUYo/ COMANCHE PEAR S.E.S. - UNIT 1 2" AhD UhDER TulN C C0kDUIT ane mo 0210-053- N DCQ dh cac ao , e e, un ,, %%AY O
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' (Two Inch and Under) Part III--Engineering Evaluation Procedures O PAGE 50 OF 88 NUMBER: PI-0210-053-001 REVISION: 5 l
t 9.0 CHECK HILTI-KWIK BOLTS Bolt size (3/8" or 1/2" diameter) Is bolt < 3/8" dia.? YES ---- (Support does not qualify) NO ---- (Continue with 9.1) 9.1 3/8" diameter Hilti-Kwik Bolts 9.1.1 From Table 8 allowable load for this location, W gH 1bs. From 7.2.1. vertical direction load. WaL Ibs. Is WDL 4 WHK O YES ---- (Continue with 9.1.2) NO ---- (Support does not qualify) 9.1. 2 Check Interaction Equation for 3/8" Diameter Bolt (a) C1xWDLxWDL "* (b) C2xWT*WT " (c) C2xWL*WL Is (a) + (b) + (c) ( 100007 YES ---- (Continue with 10.0) l [ NO ---- (If 1/2" dia. continue with 9.2. If 3/8" dia.. support does not qualify) C1 and C2 from Table 9 WDL. W T . WL from Section 7.2 TUGCO/ COMANCHE PEAK S.E.S. - UNIT 1 2" AND UNDER TRAIN C CONDUlf des eso 0210-053- Paoa
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IN P_ t ELL%*r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.* (Two Inch and Under) Part III--Engineering Evaluation Procedures O PI-0210-053-001 5 PAGE 51 OF 88 NUMBER: REVISION: 9.2 1/2" Diameter Hilti-Kwik Bolts (skip for 3/8" diameter bolts) 9.2.1 From Table 8. allowable load for this location. WHK lbs. From 7.2.1 vertical direction load. DL lbs. Is WDL 4 WHK7 YES ---- (Continue with 9.2.2) NO ---- (Support does not qualify) 9.2.2 Check Interaction Equation for 1/2" Diameter Bolt (a) C1xWDL 3 WDL ** (b) C2xWTaWT = 5 (c) Cg a WLxWL
!s (a) + (b) + (c) ( 100007 YES ---- (Continue with 10.0) [
NO ---- (Support does not qualify) C1 and C2 from Table 9 l WDL. W T . WL from Section 7.2 TUGC0/C08%NCHE PEAK S.E.S. - UNIT 1 2" AND UNDER TRAIN C CONDUIT aosno 0210-053-
- Ab ons no
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IN<P_EL_L @ . A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE. O (7"o Iach and under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 52 OF 88 l l 1 10.0 CHECK EDGE DISTANCE Record the tilstance from the center line of the bolt closest to the edge of the concrete to one of the applicable edges given below. Criteria referenced are from CE!-20. Rev. 9. Edge distance (inches) 10.1 Free Concrete Edge Criteria are:
) 1.875" for 3/8" bolts
) 2.500" for 1/2" bolts 10.2 Esbeenent Edge Criteria from the Edge of the Embeenent plates
- are:
f
> 5.875" for 3/8" bolts
> 6.500" for 1/2" bolts
- where embedded steel are unoccupied by attachments for a minimun distance of 12 inches on both sides of an existing Hilti bolt location, the center of the bolt may be as close as practical to the edge of the plate without damage to the plate. This criteria is taken from CEI-20. Res. 9.
10.3 Penetrations (open or sleeved) Edge. l Criteria are: 1.875" for 3/8" bolts 2.500* for 1/2" bolts { l ( ' TUGCO/CG'ANCHE PEAK S.E.S. - UNIT 1 2" AND U' OER TRAIN C CONDUIT Peet
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IN JPELL "r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE.' (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 53 OF 88 10.4 Abandoned Hilti Bolts or Holes (open and grouted), and Embedded Anchor Bolts that are cut off. 10.4.1 Criteria for Overhead Holes:
> 1.500" for 3/8" bolts
) 2.000" for 1/2" bolts 10.4.2 Criteria for all other abandoned Hilti bolts or Holes (open and grouted) and sueedded cut off anchor bolts:
10.750" for 1.000" for 3/8" 1/2" boltsbolts Are the criteria specified on 10.1 to 10.4 (as applicable) satisfied? YES ---- (Continue with 11.0) NO ---- (Support does not qualify) /. 11.0 CHECK DISTANCE TO ADJACENT BOLTS (IW.) The adjacent support anchor bolts are those bolts of supports which are near the evaluated support. The minimum spacing requirements are specified in Table 10. The distance to the adjacent tolt is measured i from the center line of the evaluated bolt that is closest ta the r adjacent bolt. l ! 11.1 Record bolt size (inches) 11.2 Record the distance in inches from the centerline of tre evaluated bolts to the centerline of the most critical adjacent bolt within the minimum spacing given in Table 10. There may be several adjacent bolts of different sizes. Identify if any nearby (or adjacent) bolts violate the minimum spacing requirements given in Table 10. If they do, the support will be non-qualifled and so noted on the walkdown data smry sheet.
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Is the minimum spacing shown in Table 10 satisfied? YES ---- (Support is acceptable) NO ---- (Support does not qualify) TUGCO/C(MANCHE PEAK S.E.S. - UNIT 1 2" AND UNDER TRAIN C CONDull Jo N
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IN k-nc.r. PELL d) I TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O REVISION: 5 PAGE 54 OF 88 NUMBER: PI-0210-053-001 l l l Table 1 Maxfaus Displacements for Lein)6.0' l Total Rod Length H Maximum Displacement D (ft) (inches) 6.0 12.4 7.0 13.8 8.0 14.8 9.0 16.3 10.0 17.0 11.0 17.8 12.0 18.8 14.0 19.5 16.0 20.5 18.0 21.2 20.0 21.9 i (O Table 2 ! Alloweble span length '51 ' between 2 transverse or multidirectional supports. l 2.5 f t. 4 Lein < 6.0 f t. Rod Length 1 ,in Allowable Span Length 51 (ft) (ft) 2.5 16.0 3.0 24.0 3.5 28.0 I 4.0 32.0 4.5 40.0 5.0 40.0 5.5 40.0 5.9 40.0 l i TUGC0/ COMANCHE PEAK S.E.S. - UNIT 1 2" AND UNDER TRAIN C CONDuli me'e 0210-053- " ( adh cm aso ne e un o.aaa un e AY O l
IN Lee PtLL @ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 55 OF 88 Table 3 Naminus Displacements for M ) 6.0' but Loin 4 6.0 Total Rod Length H Maximum Of splacement D (ft) (inches) 6.0 8.8 7.0 9.75 8.0 10.5 9.0 11.5 10.0 12.0 11.0 12.6 12.0 13.3 14.0 13.8 16.0 14.5 18.0 15.0 20.0 15.5 O Table 4 Namieue Displacements for M 46.0' l Total Rod Length H lhaisian Displacement D (ft) (inches) 2.5 2.2 3.0 3.0 3.5 4.0 4.0 5.6 4.5 7.4 5.0 7.4 5.5 7.4 5.9 7.4 Tt4EJ/ COMANCHE PEAK S.E.5. - UhlT 1 2" AND UNDER TRAIN C CONDu!T meao 0210-053- "** Ab cu neo
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d IN tPuELL ) TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures Q l NUMBER: PI-0210-053-001 REVISION: 5 PAGE 57 OF 88 I l Table 7 Allowable Dead Lead Based on Rod Fatigue Suf1 ding Devation Allowable Dead Load (Feet) We (Lbs) R.8 Internal ) 885.5 206 4 885.5 223 Doctrical 3 830.0 223 4 830.0 233 Aux 111ary :> 831.5 192
< 831.5 206 Fuel All 280 Safeguards > 831.5 192 4 831.5 223 O
Table 8 Allowable Dead Load Fo? Anchor Bolt Pull Out Allowable Dead Load Elevation Wear (Ibs) 8uilding (feet) J/5' Dia. Bolt ~ 1/Z' Dia. Bol t l R. 8. Internal ) 832.5 164 377
< 832.5 200 447 l
Electrical 4 830.0 176 408 ( 830.0 182 447 Auxiliary & 831.5 152 353
< 831.5 164 377
~ Fuel All 223 500 Safepards D 831.5 152 353
< 831.5 176 400 TtEC0/ COMANCHE PEAK S.E.S. - UNIT 1 2" AND UNDER TRAIN C C0hDuli Jos e 0210-053- "
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NUMBER: PI-0210-053-001 REVISION: 5 PAGE 58 OF 88 A i Table 9 Coefficients Ci , C2 For Bolt Interaction Elevation 3/8" Dia. Belt 1/2" Dia. Bolt building (feet) 61 G2 G1 G2 R. B. Internal ) 832.5 0.37 0. 0 31 0.07 0.012 4 832.5 0.25 0.004 0.05 0.002 Electrical > 830.0 0.32 0.011 0.06 0.004
< 830.0 0.30 0.005 0.05 0.002 I Ausf11ery > 831.5 0.41 0.025 0.08 0.009
. < 831.5 0.37 0.007 0.07 0.003 Fuel All 0.20 0.025 0.04 0.009 l
Safepards 3 831.5 0.43_ 0.02 0.00 0.007 4 831.5 0.32 0.005 0.06 0.002 I TuCEO/COMAhCHE PEAK 5.E.S. UNIT 1 2* AND UNDER TRAIN C CONDUli m uo 0210 053- "
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IN ts PELL *r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE *. (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 59 OF 88 1 TABLE 10 ALLOWABLE DISTANCE TO ADJACENT BOLT REQUIRDENTS BETWEEN DIFFERENT SUPPORTS Evaluated Adjacent Solt Bolt Minima Diameter Spacing Diameter (In.) (In.) (i n. ) 1/4 1/4 2-1/2 1/4 3/8 31/8 1/4 1/2 3-3/4 5/8 4-3/8 / L,- kO 1/4 1/4 3/4 5-0 1/4 1-0 6-1/4 1/4 1-1/4 7-1/2 3/8 1/4 3-1/8 3/8 3/8 3-3/4 3/8 1/2 4-3/8 5/8 5-C 3/8 3/8 3/4 5-5/8 3/8 1 -0 6-7/8 3/8 1-1/4 8-1/8 1/2 1/4 3 3/4 1/2 3/8 4-3/8 1/2 5-0 1/2 1/2 5/8 5-5/8 1/2 3/4 6-1/4 1/2 1-0 7-1/2 1 1/4 8-3/4 1/2 i TUGCO/ COMANCHE PEAK 5.E.5, - UNIT 1 2" AND UNDER TRAIN C CONDU1T M dos eso 0210-053-O - - -- - - N# ~ ~
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TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures (h NUMBER: PI-0210-053-001 REVISION: 5 PAGE 60 OF 88 H11tikwik bolts I y ( (.: , .* f ei h's..,.6 b jO. j Moupler g " idia. threaded rod
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IN wn PELL %*r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 61 OF 88 Hiltikwik bolts v i . o x *
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db IN P_t ELL nr A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 63 OF 88 APPENDIX III-B SUPPORT TYPE 5 - LEVEL 4 FILE ORGANIZATION FORMS AND WALKDOWN INSTRUCTION O l O
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1; M P aE L L *r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT E (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 65 OF 88 LEVEL 4 TRAIN C TYPE 5 SUPPORT WALKDOWN INSTRUCTION
- 1. Building - Building Name.
- 2. Room No. - Room Number.
- 3. Floor Elevation - Elevation of Floor
- 4. Ta g No. - 4-XXXXX : Level No. - 5 Digit Tag Number.
- 5. Conduit ID - Identification Number marked on conduit Nominal Diameter (inch).
- 6. Elevation - a. Dimension from floor or ceiling if dirension measured from the ceilir.g, note it down.
- b. Direction from floor or ceiling U=up, D=down, NA when elevation is given.
O 7. N/S - North / South Record the actual distance the support is located Direction Location in the N to S (N-5) and or E to W (E-W) directions from the following reference points in order of preference.
- 8. E/W - East / West a. Inside Wall Surfaces Direction Location Standard Example: 3'-0" N of S Wall of E Wall
- b. Reference Column Line Markers Standard Example: 4'-0" Ea st from l '-6" 0/S E-JA (This means 4'-0" East from the Column Line Marker l '-6" Offset East of Column Line JA) or add the 4"-0" to the l '-6" (i .e. ) 5'-6" 0/S E-J A.
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INw PELLn *r A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT TITLE *. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 66 OF 88 3
- c. Reactor Containment. Reference Azimuth and Columns Since the reactor containment is cylindrical, the conventional N-S, E-W column reference lines used in the rest of the building may not be practical to use as reference lines for distance location.
It is reconnended that the Azimuth locating method be utilized. The Azimuth rotates clockwise from true north. Each reactor containment is divided into segments of a 360* horizontal circle. Small plat markers should be found embedded in the floor indicating the Azimuth location i.e., 0*, 30', etc. In the Unit 1 containment, some of the walls have been painted to indicate the North, South, etc. direction and certain columns have been marked No. 1 for West, etc. l
- 1. Unit 1 Contaiment B-F " Column Reference Line" runs North to South with North being 90' and South being l
i 270'. The 6-5 " Column Reference Line" runs East to West with West being O' and East being 180*.
- 2. Unit 2 Containment The B-F " Column Reference Line" runs North to South with North being 270* and South being 90'.
The ll-S " Column Reference Line" runs East to West with East being O' and West being 180'. O L
IMPEL 4@ A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE: (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 67 OF 88
- 9. Conduit Clamp and a. Check conduit clamp manufacturer.
Spacer Code b. Check conduit spacer plate manufacturer. Code Manufacturer A Appleton
; R Raco B Thomas & Betts G Gedney U Unknown Note:
- 1. Conduit clamps having up to 3 spacer plates and/or any of combination of shim plates (not exceeding a total of 3) are acceptable if their anchor bolts meet the required embedment length. If shim plates are used, one of them must be in contact with concrete surface. Al so, shim plates should be less than or equal to 1/2" thick. Otherwise, the support should be tagged as N.Q.
- 2. Unknown clamps (spacer plates), mixed-matched clamps a spacer plates shall be evaluated based on mix eatch criteria documented in Part II
+
Walkdown Instructions of PI-0210-053-001.
- 10. Adjacent Support a. Check two adjacent supports one one side of Code evaluated support.
- b. Check two adjacent supports on the other side of the evaluated support.
A note should be added if the evaluated support does not have any 1st or 2nd adjacent supports. The first adjacent support is defined as the support closer to the evaluated support. Code Support Types 1 la, Ib, or le l 2 2a or 2b
- 3 3a or 3b 5 5 l 6 6 l
0 Others. Record type in note section O
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A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE *. (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 68 OF 88 i Supports are considered acceptable if its four adjacent supports are Type 5 supports, rigid anchors or three way stops (well-supported junction boxes, type 7-5-0910 supports). Support types 1, 2, 3, 4, 6 and 8 shall not be considered as acceptable adjacent supports.
- 11. Support Anchor a. Size: Diameter of support anchor bolt
' Bolt (inch).
- b. Letter: Letter stamp on end of anchor bolt.
- c. Red I.L.: Red inspectors lacquer: Y= Yes , N= No
- d. Proj. Length: Projection from face of structural concrete. Md the floor topping if the support is floor mounted or if there is any concrete finish (inch).
For supports mounted to walls or h ceilings, record the projection U length (in inches) which is the bolt length from the wall or ceiling surface to the tip of the bolt. Thi s should only be done for supports with multiple spacers / shim plates. Record l in " comments" section if the' bolt is inaccessible. ' For supports mounted to the floor, measure and record the bolt projection length in inches from the-top of the bolt to the floor surface. Md to it the floor topping thickness, if any, as obtained from structural drawings. The enebedment length, in inches, is defined as the bolt length (given in Table 5-1) minus the project length. The criteria for minimum Embedment lengths, from CEI-20, Revision 9, are i1.125" for 1/4" bolts 31.625" for 3/8" bolts
> 2.250" for 1/2" bolts Q
IN w PELL 7r TITLE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 69 OF 88
- e. Edge Distance: Measure from centerline of support bolt closest to the applicable edge (unless noted otherwise)
(1) Free concrete edge or penetrations (open, or sleeved) (Ref. CEI-20, Rev. 9) 31.250" for 1/4" Bolts 71.875" for 3/8" Bolts
) 2.500" for 1/2" Bolts (2) Embedment Plate Edge (Ref. CEI-20, Rev. 9)
> 5.25" for 1/4" Bolts
) 5.875" for 3/8" Bolts
) 6.5" for 1/2" Bolts (3) Abandoned Hilti Bolts or Cut off s Embedded Anchor (Measure from the center ifne of the support bolt
, to the center line of abandoned l Hilti Bolt or cut off embedded l anchor) (Ref. CEI-20, Rev. 9) l
> 0.50" for 1/3" Bolts
) 0.75" for 3/8" Bolts 71.00" for 1/2" Bolts
- 12. Nearest Sup. a. Size: Diameter of adjacent bolts Bol ts
- b. Distance: Measure from Centerline of the evaluated support bolt to the center of the applicable nearest support bol t.
(Ref. CEI-20, Rev. 9) 5 times (sum of diameter) l All adjacent bolts within the 20" radius of the evaluated bolt shall be evaluated. O l l __ _
IMP _ ELL @ A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT TITLE. * (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 70 OF 88
- 13. Adjacent Holes a. Size: Diameter of Hole (open or grouted)
- b. Distance: Measure from Centerline of Support Bolt to appifcable edge (1) Open or Grouted Ibles (Ref. CEI-20, Rev. 9) 3 0.50" for 1/4" Bolts
) 0.75" for 3/8" Bolts
> 1.00" for 1/2" Bolts (2) Overhead Holes Filled With Waterproofing material (Ref. CEI-20, Rev. 9)
> 1.0" for 1/4" Bolts
>1.5" for 3/8" Bolts
> 2.0" for 1/2" Bolts
- 14. Comments ats or "otes (O co
- 15. Clamp Orientation Case Figure 5-2 provides six applicable clamp orientation cases. The Y direction represents the vertical (up-down) direction in all building.
The X and Z directions can represent the North-South (N-S) or East-West (E-W) direction. Cautions should be taken in choosing an applicable case.
- 16. Multi-mode Factor (*F)
Check appropriate Value MMF = 1.0 for all configurations if the design frequency is > 33 Hz. MF. = 1.25 for simply support span with no bend or with lumped mass, and the design frequency is 4 33 hz. MF = 1.5 For other configurations (e.g., with bends LBDs, LB, etc., or conduit overhang) and the design frequency is ( 33 Hz. 1 O
IN %nw PELL @ l
, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT C (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 71 OF 88
- 17. Adjacent Span Frequency :
The frequencies of all four (4) adjacent spans (two on each side of the evaluated support) shall be calculated. The 1st adjacent span is the span closer to the evaluated support. Table 5-2 to Table 5-9 sumarize the frequencies or frequency fomulas of various conduit configurations. If the evaluated span length is between the two length specified in the table, the longer length shall be used to detennine the frequency of the evaluated span. Figure 5-1 provides the equivalent analytical models of comon conduit configurations. If the evaluated conduit configuration is not the same as those configurations specified in the figure, conservative assumptions may be used to determine the most suitable analytical model.
- 18. Design Frequency The design frequency shall be the minimum frequency of all four adjacent spans.
, 19. Calculated Dead Load on the evaluated support The dead load is generally calculated by multiplying the conduit unit weight with the conduit tributary span. Any additional weights, such as condulets, fire protection material, smoke detectors, Cast Iron boxes, or grounding cables shall also be added. Table 5-10 sumarizes the conduit weight per linear foot for various conduit size. Table 5-11 sumarizes i weight of various condulets and Table 5-12 provides the weight of copper l grounding cable.
- 20. Flexible conduits or conduit overhang.
Figure 2-5 of Part II of this project instruction shows typical conduit overhang configurations. Table 5-13 summarizes reaction fomulas to estimate the dead loads on the supports near the conduit overhang. l 21 . Allowable dead load Tables of the allowable dead loads are provided in Appendix 3C. These allowables are developed for different buildings, different clamp orienta-tions, different multi-mode factors, and different design frequencies. Caution should be taken in choosing the applicable allowables. 21 . Accept Y/N Check Appropriate Box. No te: Additional calculations (e.g., frequency calculation), if any, shall be attached to this walkdown data sumary sheet.
IMPEQ()
'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures Q
NUMBER: PI-0210-053-001 REVISION: 5 PAGE 72 OF 88 TABLE 5-1 ANCHOR BOLT LENGTH IDENTIFICATION STAMP SYSTEM j Letter Stamped on Anchor Bolt Anchor Length (in. ) A 1-1/2 4 8 2 C 2-1/2 0 3 E 3-1/2 F 4 G 4-1/2 H 5 (O I J 5-i/2 6 K 6-1/2 L 7 M 7-1/2 N 8 0 8-1/ 2 P 9 Q 9-1/2 l R 10 S 11 l i T 12 O
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C l O _ z a l TABLE 5-3 '~ 7 I r- T l-INCH CONDUIT FREQUENCIES lE P M1 "m r-jr SIMPLY SUPPORTED SPANS WITH OR WITHOUT CONCENTRATED WEIGHT p] oC
.o.
- r-6
~ E'd.
n 17'
- r r-Coleti sPAsl ((IIGTH e, o =m m a r-u (reg. s ser in Ier to ter 33 etr > 33 ser o o
EN am L /9 t/4 3t/s t/F t/S t/4 1/8 t/2 t/0 t/4 1/8 t/2 t/8 t/4 1/8 t/7 t/s t/4 1/e t/F Qp
-z i
o ir-ir ir-tr ir-ir ir-ir r.c r-r r-r r-r c-s- c-s- c.s- c-s- s-r s-e s -r s-r < s -r is -r < s -r <s o- uE t sr-r ir-i r ir-c ir-e v.r r-r e-r e.r e-r c.c c-r e-r sr e-to- c-r c.r < s .r e-tone-r a .r *; a 3 ir-r s -s- s-r e-c a -c "Q e ir-s- ir-r ir-i- n -n- s -s- s -,- s -r- s .r- s -i- s -,- s-r s-e 4 -r 4 -e- a <s -e 4 -r <4 -e- . =~ s ir-r e-r s -s- c-r a -e 3 ;* g s ir-c u -c ir-e- ir-c s e-c s -o- r-i o-r-r s -s- s -io- s -s- s s -r-s -o- 4 -s- 4-e r-ir es -o- 4 -s- co -e o -ii- g gg i n -c r ir a -ir g ,o y a ir-r ir-e ir-s- n -r r-r r-r r-r r-r e-s- s-r s-r s-e c-i r c.r r-ir r-r < c-i ric-r o -ir a -o- g ;g
, ir-r r-s- c.u- r-r r-r z gy io ir-e n -in- n .c io -n- r-r e -i- r-s- r-e- s s -s- s -o- 4 -in- 4 -io- e -:- 3 -o- 3 -r- co -io-4 -i- o -e- o -r- Ig u ir-r r-e c-e- r-s- < r-s- m =-
io z u io -c c-ir e-c y-r a. r m - l is ir-io n '-c io -s- io'-r s'-i r r-r e-n- c-r c-r s -r e-r e-s e-r r-r r-c r-r <c-r cr-s- <3' a <n a, - is is -e e-a- c.c r.r o -r - en is l r.ir c.s- c-r r-e cr-i- ao ro ir-r ! io .ir r-i r r-r r-r r-r c-c s-c s -ir c-r c.r c-i- c-s- r-c r-e r-r c c-s- o -c o -e <r-r C5 O C rs r-r c.c r-ir r-ir cc-ir =- so ir-r:ir-r rr r-ir r-r c-c s -ir s-r s.c c-c r.ir r-r c-r r-r r-r r-r <c-r cr-r <r-r cr-r u l s O Condutt size: i* dia.eter T $
= - t. .e. ,e g e A _i m a i **
Q f/"CONDU/7" E a a O i 1 i- L ~I
- i g
o G O
=
z -4 4 TABLE 5-4 C A ""'" E: l- "1 1-1/2 INCH CONDUIT FREQUENCIES $ FI I"1 A SIMPLY SUPPORTED SPANS WITH OR WITHOUT CONENTRATED WEIGHT T q 2-E Z oc [ a w r- A o
~* 5 n d, T tougluli SPAN LLIIGTil 7 r-
,i o O e *m 3 m
.c m G.s-l (reg- 5 its to IIr 701er 33It- > 33 ser y o Egn (1b t/s L/4 3t/s L/7 t/S t/4 1/8 t/2 t/s t/4 1/8 t/2 t/8 t/4 M/S t/P L/S t/4 3L /S t/F o C1 m e 1m m
0 ic-ir ic.ir ic-ir ic.ir ir ir-r ir-r ir r r-r r r 5 -e 5'-r 5'-r 5'-r < 5'-r ' $'-r <5'-r < 5 -e -= 2 15'-9* 15'-r I4'-9* I4'-7* It'-2* 10'-8* 10*-4* 10*- 3* 7'-10' 7'-6* 7*-3* 7*- 2* 6'-1
- 5 '- 9* 5'- 7* 5'-6* ( 6'-I * '5'-9* <5'-7* <5'-6* N=
3 I4* c le'-l* r -1
- 5'-5* t5'-5* *s ca 15'-8* 14'-I r 14* 6* 14'-4* 11 '-l
- e+ n 4 10*-6* 10'- F* 10'-0* F*-9* 7*-4* 7' c 6'-l e 6 * - 0* 5'-8* 5 '- 5* 5'-4* ' 6 *-0* 'r-r <5'-r (5'-4*
5 14'-3* 6 * -10" 5'-3*
. m.
9'-II" c 5'-3* -4 Mm 6 i 5'-8* 14*-10" I4'-4* 14* -I
- ll*-0* 10'-4* 9'-11* 9'-9* 7'-9* r-2* 6'-iO' 6* - 9" 6'- 0* 5 '- 6* 5'-3* 5'-2* <6*-0* (5'-6* < 5' - 3* c5'-2* I em
, ic- e r-e- c-r 5 -e <r-r Ip g *;:
3 15'- 7* 14'-8* 14'-l
- 13*-t r la'-I r i O*- 2* 9'-9* 9'-7* 7 '- s* r-e 6'-8* 6*-7* 5'-II* 5'-5* 5'-1
- 5'-0* <5'-li'<5'-r '5'-r '5'-0* Dj so vi
, ir-r g*-6* 6'-6" 4'-II* ' 4 *-1 P O I
*E i0 i r ic ir-ir n -e iO -ir ir-i- r-c c r-r c-i r c-c c-r 5'-ir r-r c-ir c-ir < 5'-i 0-<5'-r <c-i r< c-i O- z -.4 i, ir r-r c c-r <c-r 'g is , i r r-r c-r c-r <c-r m ,g -
15 tr-4* It'-2* 13'-6* 13'-3* 10*-9" 9'-9* 9'-2* 9' 0" 7'-6* 6*-0* 6* 2* 6'-0* 5'-9* 5'-0* 4*-7* 4'-6* <r-9" < 5 '- 0* d ' 7* c4'-6* g ., i6 i r r-u-e -,- c-r c-r <c-r =n _ i, ir-r c-iO- c.c <c-c ;n 20 ir-r ir-ir ir-i- ir-ir ir-r v.c c-ir r r-c c-r 5 '-n - 5 -r r-r c-ir c-r c-r <r-r <c-ir* cc-r *g.
,, , r.5- c-4 r-c c-r <c-e gg 30 14 *-I I* 13* - 4* 12'-5* 12'-r 10'-4* 9' 0* 9'- 3* 8'-0* 7*-1" 6*-r 5'-5* 5 '- 3* 5'-r 4 '- r 4'-r 3'-10* <5'-5* <4'-5* 4'-0* c3'-10* 3-o s
Camdult Size: 1-1/2' diameter g g W = toeped Helpt A - h m Q q I e Q (/ e@NDU/T y En I A & O L, L _I* 1 I
IN tP_ ELL $ , i TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O REVISION: 5 PAGE 76 OF 88 NUMBER: PI-0210-053-001 e 44*i4444Nk4444'*ii4% * ' *'* ** I '9 '* * * * * ? 't '? 't * ? '? 't 't 'T h R . Ab b b b h* L* *
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L%PELL@ CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' C (T o Iach and under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 77 OF 88 TA8LE 5-6 YARIOUS CONDUIT FREQUENCIES CANTILEVER WITH NO CONCENTRATED WEIGHT CONDUIT SPAN LENGTH Frequency Conduit l Diameter 5 Hz 10 Hz 20 Hz 33 Hz >33 Hz 2" 10'-2" 7'-2" 5'-1" 3'-11" < 3'-11" i -i/2- 8' s -3" 4'-5" 3'-5" < 3 ' [O 1" 7'-8" 5'-5" 3 ' -10" 3'-0" < 3'-0" 3/4" 6'-8" 4'-8" 3 '- 4" 2'-7" < 2'-7" l l l fs , covousr _= L - l l l C
,---+--y .,,--,.-.,,--.-,---,,,,.------y-.---.,---g---_.w - . - - - . - - - - - . - . - - - - - - - - - , - . - - - - - - -
,-y __y - ,- , ,,,.,c- .._-=---___,.,--__.y.- -
IMP _ ELL1 *r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 78 OF 88 TABLE 5-7 _ VARIOUS CONDUIT FREQUENCY FORMULAS CANTILEVER WITH CONCENTRATED WEIGHT h CONOulT ') &
's L -
> CONDUIT FREQUENCY (Hz) l SIZE (in.) 23400 2 (WL# + 0.10008L*) '/# 15965 1-1/2 (WL3 + 0.07992L') I/2 j 8477 (WL# + 0.04008L') '/2 5515 3/4 (WL3 + 0.03L") I/2
'6s O waere: w L = Inches
IN<P_E.L_L @
'C' CONDUIl TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures O
NUMBER: PI-0210-053-001 REVISION: 5 PAGE 79 OF 88 TABLE 5-8 YARIOUS CONDUIT FREQUENCY FORMULAS CONDUIT OVERHANG WITH CONCENTRATED WEIGHT AT FREE END conouir wit 0Hr (/b/tNC Q A A Lo _ L2 - db b ROTAT!oNAL. SPftD(o ht M O AME R FRt0WDCT (M) CDeUf7 O!AMt7tt Fergupcf (m) , 2* 207066.29/Lf 2* 20921.21 Af/Lf 1 1/2* Il8000.04/Lf 1 1/2* lit?2.63d,I/Lf 1* 118532.59/Lf l' l 11976.09df/Lf l 3/4' 49142.77/Lf I 3/4' 9006.64df/Lf Final Freesency a f, fg (fj+fl1'N Ai table
=0 0.01 0.1 1.0 10 100 I O O O O O O 0 0.01 0.4159 0.4129 0.3095 0.2941 0.1762 0.09903 0.1 0.7378 0.7303 0.4007 0.5194 0.7111 0.1762 1.0 1.2479 1.2301 1.1642 0.0705 0.51 94 0.2941 10.0 1.7227 1 .70 71 1.5912 1.1642 0.0007 0.389 5 100.0 1.0 568 1.8 300 1.7 071 1.2 381 0.7303 0.4129 on 1.0 751 1 . 8 61 1.723 1.2 47 0.7)$ 0.41 6
IN P_t ELL n*r* TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 80 OF 88 TABLE 5-9 _ VARIOUS CONDUIT FREQUENCY FORMULAS UNBOLTED CAST IRON (CI) BOX AT CONDUIT INTERSECTIONS 4 e b e stra 4dI%s 2m ,
. () .
( (
%*V
!g UWot.TED cs aox 3
( e Existing Conduit Configuration Analytical Model 9 I where K = 1.344x10 ( Il + 2) F= 1 K U l F m m= gg + {1 c L=j Total length of leg 2 & 4 (in) Moment Conduit Mass 2= Total lenge of leg 1 & 3 Hn) Conduit Iner tia Nng I=1 nt of inertia of L j Unb SI2' IIDI (In4) (#-in/Sec2) g= M ment of inertia of 2 L2 (i" ) 2 .666 .0011
= Mass of the CI box 1-1/ 2 .31 0 .0009 1 087 .0004 MC = Mass of all conduits 3/4 .037 .0003 Note: Leg 1 and leg 3 should have the same conduit size.
O Leg 2 and leg 4 should have the same conduit size.
I N LP _t L L "1 r" TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 81 OF 88 l l TABLE 5-10 WEIGHT OF VARIOUS CONDUIT DIAMETERS Co nduit Conduit Ofameter Weight (inch) (1bs/f t) 3/4 1.5 1 2 1-1/2 4 I iO 2 3 5 13 4 19
- 5 23 l
l l l I O
IN tJPELL 'r"
'C' CONDUIT TITLE.* A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 82 OF 88 i
TABLE 5-11 WEIGHT OF YARIOUS CONDULETS AND SMOKE DETECTORS I i i l MANUFACTURER $. CouCULET CATALOG N0. AND WEIGHTS (Ibs) l i 1 l 1 I I I i l Ca0USE AND MINDS APPLETON ) l l I Conou!T l l 1 I I i i l l LB C-( ) L8(_ .48 ) LSal_).et l C( )* l Dian[TER (!N) LSD. _ ) L SC - ( _ _
.96 1.4 1 (17) -- .77 (50) 1.10 (50) .79 (50) 1/2 3/4 1.24 2.2 1.3 (27) -- 1.03 (75) 1.64 (75) 1.13 (75) 2.7 1.7 (37) 3.2 1.41 (100) 2.39 (100) 1,64 (100) 1 1.9 1-1/2 3.4 11.0 5.5 (57) 6 4.07 (150) '7.95 (150) 3.96 (150) 2 5.2 11.6 5.6 (67) 7 7.53 (2o0) 9.31 (200) 7.18 (200)
. (o LB LSD LSD _V ' r _ %s i C SC . 2 i l - 1 m L No tes: (1) The weight of smoke detectors is 1-1/2 pounds. (2) The majority of smoke detectors are normally attached to CI boxes. Add the weight of the CI box (obtained from the Appleton or Crouse-Hinds catalogs), to the 1-1/2 pound smoke detector weight. O q --_-,-y- 7 ew-_s--,--.---------,-,,,p- w---, - - - _ , , . , , --- , , - , . - - - - , - , - , ,_ - , - - - -
-----m - - - - - ,
g m,, , , , _ - , , - . - - -
i IN tP_ ELLn n*r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 83 OF 88 TABLE 5-12 WEIGHT OF COPPER GROUNDING CABLES i Ofameter Wefght (inch) (1b s/f t. ) 1/2 0.76 3/4 1.70 1 3.00 10 O
IMP _ ELL"1r TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT O (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 84 OF 88 TABLE 5-13 CONDUIT OVERHANG REACTION FORMULAS
- # - (1 2 . ,2)
# R1=
.f4. 21 ur fl+a) w 2
'I * *
#s Jk n gf R2" g 1 _
o _ Pa
# - .fl p R1=
0
#/ 82 p
( R (I + *} 2 " ~1 Conduit Fixture Size Weight I (in. ) Fixture (1bs) 3/4 Type FD or FS CI Box, 2-7/8" x 4-5/8" 3 3/4 Type FD CI Box, 4-5/8" x 4-5/8" 4 3/4 Fire Detector W/CI Box 5 1 Type FD or FS CI Box, 2-7/8" x 4-5/8" 3 1 Type FD CI Box, 4-5/8" x 4-5/8" 4 1 Fire Detector W/CI Box 5 from the lef t-hand span should be added NOTE: The dead load on Ri to the above load at R1 - l
IN tP_EL_L @
'C' CONDUIT n TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN (Two Inch and Under) Part III--Engineering Evaluation Procedures U
NUMBER: P I-0210-053-001 REVISION: 5 PAGE 85 OF 88 N . N
- jy8 5 kg ;
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CA S E (I) CA SE (2) CA SE (3) nY y CLANS n Y f' cL AuR . CL A uo h / -x H 9A
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- t x x z y CONouti CASE (4) CA S E (S) CASE (6)
D i R E C TIO N S B ut L CING X- CiRECTION Z O! REC 7/CN Y= 0.RE CT/0N
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{#gginjAgf ar [* W N=3 YEMrtCA L SA FEGA RD C. W N3 VERrtCA L 1 O rIcuRE s-2 vaalous CLAMP ORIENTATIONS
IMP _EL_L"r s A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT E. . (1Wo Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 87 OF 88 4 APPENDIX III-C LEVEL 4 TYPE 5 SUPPORT ALLOWABLES I I (O i h i e 1 l 4 lO i
IMPE11$ TITLE. A MULTI-LEVQ, SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part III--Engineering Evaluation Procedures NUMBER: PI-0210-053-001 REVISION: 5 PAGE 88 OF 88 Description This Appendix contains allowable dead loads for four finger clamp manufacturers (Thomas a Betts, Appleton, Raco, and Gedney) and for all six possible orientations of the finger clamp (Cases 1 through 6). The tables are provided by Suf1 ding, in the following order:
- 1. 1) Reactor Butiding Internal Structure
- 2) Containment Butiding Electrical Buf1 ding 3)
- 4) Auxiliary Building
- 5) Fuel Building Service Water Intake Structure
- 6) Safeguard Building For each Building and for each case, three " multi-mode factors" (MF) are considered (1.0,1.25,1.5). Thus, total number of tables is:
3 (MF) x 6 (Orientations) x 6 (Buildings) = 108 i l O
\.- %>
O J V cal e /-bl e
- BLOG: Reactor Buf1 ding g,5 Internal Structure all WF: 1.0 CASE: 1
.e.u .a.e e.. 6 40 e60s Oe.ctor sutietat v .*m i m' &&ffi a
- PL t inse saLO t G8thev Internal Str ucture Sto t att a sto s sci Il s ut 4 i tut 10 tat Freeda:7 , avLil=8006 Pactos 3 00 Elevatten Sapp (ft) (hil telem 006 > 33 al 26.3 19.0 44.0 62 1 19.9 2e.0 26.0 45 0 30.0 40.0 47 9 75.0 steve M6
> 33 MI 27.0 40.0 44.0 67.S 21 0 30.0 20.0 10.0 31.0 12.0 79.0 02.9 j
l O etove NO 3 33 M2 30 0 40 0 96.0 00.0 24 0 36 0 34.0 40 0 30.0 62 0 90 0 #7.9 _ 9eles NO .l *: stove 833
, > 33 Mt 30.0 40.0 64.0 99.0 20.S 40.0 40.0 47.9 40.0 77.0'100.0 100.0 belem 833 i atove 009 l
3 33 M2 30 0 40.0 44.0 97.9 20.S 40.0 40.0 70.0 40.0 74.0 100.0 100.0 stove FM belem 704 3 33 MI 30.0 40.0 76.0 100.0 30.0 40.0 46.0 00.0 40.0 00.0 100.0 100.0 O
\
me no a : s p. - * **** may 54 ey
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as \ - v BLOG: Reactor Building h*s - r Internal Structure all 44F: 1.25 - 3 CASE: 1 ev.s.4..e o.4u 6 40 ste I 6fthat
',=
esto 4eetaton 1 4 4 l n =4 mag,f= s narf_s 644 f l a..ete svileias r 2 so s he. El 5 latemel Structu e 31s 1 414 c j free me:y putt t*nott p aCf ge 1 2 % ' avilains Raege , lle,etion (ft) (hil 14.0 10.0 29.0 30.0 9.8 12 0 32 0 20.0 10.0 25.0 30.0
/
t 43**l 19.9 18.0 20.0 29 0 9.0 12.0 12.0 20.0 34.0 4J.0 , f belom 906 8 - IO e'. 13.5 18.0 20.0 25.0 14.0 16 .0 27.9 18.0 24.0 39.0 r 19.8 23.0 26.4 32.S 12 0 f 10.0 28.0 32.0 49.0 14.3 20.0 10.0 32 9 21 0 34.0 47.9 92.9 i ebove 884 13 * #e "4 t 2J
- 35 "2 l
.0 2, 9 .0 .0 27.9 32 5 0., >4.0
- 14 3 20 0 22 0 29 10 5 14.0 14.0 22 9 16.0 20 0 20.0 20.0 27.S 32 9
- O telo= 846 440 e MG
%
- 16 n.
8J = 40 02 23
- 33 H2 2
34.3 20 0 22 0 27.5 17.3 25 0 20.0 21 0 31 0 34.0 3?.S S0 0 12 15.s 8 14 22 0 0 18 22 0 30.0 0 37.S 24.0 39.0 19 3 60.0 40 0 49.0 l 40.0 40.0 4 f af 19.e 23 0 24.0 32.9321290 1216.00 16 14.0027.5 16.0 39.0 23 27.9 18.0 24.0 0 34.0 8890.0 0 24.0 35.9 SS.g 39.0 19.8 23.0 26.0 below 863 $
- to ' t 20.3 30.0 34.0 49 0 1%.0 21 0 20.0 40.0 26.0 44.0 42.9 4 7 .'t etove 822 32
- 20 af 20
- 38 "i 23.3 39.0 34.0 9 F.9 27.3 29.0 24.0
4,.. i... i... . . . .... n.0 4,., 47.5 N 4... .2.. 4 S2 i,.3 .. 0 n. 32.s te.e te.e 3e.0 19.0 30.0 42 44.0 6299 70 0 5
- to af 17.3 25 0 28.0 40.0 18 0 24 0 24.0 42 9 20 0 below 833 13
- 20 M2 24.4 34 0 40 0 97.9 etove 806 23
- 33 M2 27.8 40.0 44.0 47.9 21 0 30 0 20.0 $0.0 32 0 92 0 19.0 42J9 f
20.0 20.0 32.9 28 0 34.0 34.090.0 90.0 19.0 59.0 4 9 M2 10.0 20 9 32.0 49.9 *14.3 24.3 20.0 20.0 32 9 24 32.0 0 90 0 72.9 80.0 9 * !? "2 10.0 20.0 32.0 49.0 telos 809 33
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- IJ n; 12.0 17.0 14.0 22.5 9.0 12.0 12 0 23.0 13.0 16.0 22.5 27.5 15 0 22 0 24.0 32 5 11 3 16 0 16.0 29.0 17.0 24.0 35 0 40 0 66o,e 960 &J = 25 e.2 14.3 20.0 18.0 32.5 21.0 34.0 47.5 St.S
- 23 3 A sid 10.0 20.0 30.0 42.5 4 9 nt 13.9 20.0 22.0 27.9 10.9 14 0 14 0 22.5 15.0 20 0 30.0 39.0 35.0 5 13 e 4 13.S 20.0 22.0 27.5 10.5 14.0 14.0 22.S 15.0 20.0 10.0 47.9 telow 863 10.0 30.0 20.0 30.0 42.9 13 - 2d Mt 18 0 26 0 30.0 40.0 13.S 19.0 24.0 30.0 59.0 60.0 above 833 20 = 3 3 Mi 21.0 31.0 34.0 S0.0 19.0 22.0 22.0 37.S l
i ( S #2 19 0 22 0 24.0 35.0 11 3 16 0 14.0 14.029.0 29.017.0 17.0 26 24.00 35.0 35.0 40 40.0 0 below 833 S
- 10 at 15.0 22.0 24.0 31.0 11.3 16.0 23 0 22 0 37 5 21 0 30.0 59.0 60.0 10 = 20 Mt 21.0 33.0 34.0 50.0 36.S 79.0 above 809 29.9 38.0 42.0 42.1 19.S 27.0 26.0 45.0 29.0 44 0 67.5 I 23 = 33 MA 4 S M2 16.1 29.0 24.0 40.0 12.8 18.0 16.0 30.0 19.0 30.0 49.0 47.9 below GOS S
- 17 M2 16.9 29.0 28.0 40.0 12.0 18.0 14.0 30.0 19.0 30.0 41.0 47.9 44.0 61 0 70.0 la - 20 M2 29.9 30 0 42.0 40 0 10 0 27 0 26 0 49 0 29.0 30.0 40.0 50.0 72.1 22.1 32.0 30.0 92 5 34.0 above 784 94.0 42.5 47.5 20 - 33 M2 f
4 S n2 15.0 27.0 30.0 42 5 13.9 19.0 18.0 32.5 20.0 34.0 47.9 92 9 42.5 13.1 19.0 18.0 32.5 20.0 34.0 47.9 12.5 9 = id #2 10.0 27.0 30.0 belous W g3 2J M4 27.0 40.0 44 0 65.0 20.3 29.0 20.0 47.5 31.0 90.0 70.0 77.9 40.0 64.0 92.5 105.0 23
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. . .m im 4 4 i,se,n 3 3s,cs.,e 3p, g att 4 Jim 6 hei 2 5 eld But19tng Freewen*y #Util-m0DE fatt0a 1.00 Elevatten Rea e (ft) (h2 30 0 40.0 66.0 62 5 30 0 30.0 44.0 47.5 40 0 40.0 97.5 72.S 3 33 ng 93 abo.e Nt p 3 3 seg 30.0 40.0 74.0 70.0 30.0 40.0 40.0 ??.S 40.0 42 0 45.0 00.0 belos 806 above N3 3 33 ng 30.0 40.0 00.0 02 9 30.0 40.0 10.0 92.5 40.0 97.0 77.5 95.0 jO_
i belos NO stove 333 3 33 ng 30.0 40.0 00.0 100.0 30.0 40.0 10.0 100.0 40.0 60.0 91.0 100.0 stove 80s 3 33 ng 30.0 40.0 30 0 100 0 30.0 40.0 16.0 100.0 40.0 64.0 1A0.0 100.0 above 7M 40.0 00.0 100.0 30.0 40.0 30.0 100.0 40.0 70.0 100.0 100.0 belo. 784 3 33 nr 30.0 I i l l i i I l O - JOBsec .. 3 .. - .
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PWF: 1.25 i CASE: 2 46'.idat.f Stau Lwao sLes eaLO I stente l tretter Gutifieg wrana. A,a fr- 4e31Jp2 oft t j 4 r Ses i ! Internal Structu e 3to 1 eld 2 bin s \ Swi16teg Fre0Jeecy 4WL73*p000 feC70s 1.29 Llevetten Ree;e (ft) (ht) 13.0 14.0 22.S 16.0 16.0 22.5 27.S 19.0 19.0 22.0 25.0 !!.3 16.0 22 5 27.5 4 g .; 5 - 13 .i. 15.0 19.0 22.0 25.0 !!.3 13.0 14.0 22.5 16 0 telow So6 4tove 8M 13 - J * * */ 21 0 26.0 30 0 32 5 19 8 14 0 20 0 32 9 23 0 22.0 45.0 23.3 26 0 30 0 47.9 34.0 20.030 42 05 37.5 S0.0 20 . s1 et 30 0 30.0 46 0 16.0 22.0 24.0 27.S 12.0 15.0 16.0 25.0 19.0 18.0 29.029.0 32 5 l
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( S M2 gelow 809 5 - 11 MI 30.0 40.0 46.0 67.9 30.0 40.0 44.0 70.0 40 0 42.0 62.5 7540 above 784 13 - 20 mt 30.0 40.0 80 0 82 5 30.0 40.0 50.0 92.9 40.0 S0.0 77.5 92 5 23 - 3 3 n2 ( S n2 30.0 40 0 54 0 S2.S 28 5 31 0 34.0 57 9 40 0 32 0 47.5 31 0 56. 0 $ 7.5 40.0 32.0 47.5 57.5 17.9 S = LJ n! 30.0 40 0 56.0 92.9 28.5 30.0 40.0 90.0 17.5 40.0 44.0 67.5 82.9 below 784 g3 44 nd 30.0 40 0 74.0 72.5 30.0 40.0 64.0 97.5 40.0 98.0 85.0 100.0 23 = 31 Ms 30.0 40 0 80.0 90.0 O ,,,,eo .. . .
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est0 _f r . I erste ti. J/t d c Reg:ter 8 wilding r 2 r.?.A3,;Ln 1 b S t . E ! all i ble latereal Structu e ble 1 mw33.m006 SAC 708 1.50 Butidtes free e9:1 R4rge Elevotton (h21 (ft) 11 0 12.0 17.9 13 0 14.0 12.8 16.0 48.0 20.0 9.0
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laternal Structu e 3f. 1 freesenC7 nuk71-n00C F4C7J4 1./5 Buildths Elevation E49e (ft) (h23 1s.0 22.5 9.0 12 0 12 0 20.0 14.0 16 0 22 5 27.5 16 0 22.5 27.5
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accee 863 23 - 3A Ha 30.0 40.0 52 0 SJ.3 25.S l 14.3 17.0 10.0 30.0 21 0 22.0 30 0 37.S 19.5 25 0 28.0 32.5 18.0 30.0 21.0 22 0 30.0 4 9 nl S
- 13 + 2 19.5 25.0 24.0 32.5 14.3 17.0 26.0 24.0 45.0 33 0 30.0 42.S 37.5 92.5 Delom 863 30.0 37.J 44 0 ed.J 47.5 22.5 40.0 30.0 SS.0 67.S acove 832 13 - 2 d "I 40.9 42.6 33.0 35.0 30.0 62 5 20 - 33 PJ 30 0 32 0 34 . 0 40.0 19.9 23 0 24.0 40.0 29.0 24.0 37.S 45 40.0 29.0 24.0 37.9 45.0 0
4 S #2 27.8 40.0 18.5 23.0 4.0 34.3 95.0 67.5 I S - 10 at 27 8 32.0 38.0 17.1 29.3 54.0 30.0 60.0 40.0 67.S 80.0 30.0 40 0 58.0 belo. 333 46.0 75.0 40.0 44.0 above 6;; 10 = 20 MI 40.u 74.0 70.0 30.0 40.0 20 - 33 #4 30.0 4,., 90.0 47 1 24.. 2. 0 3,.0 S. 0 37.0 30.0 49.0 40.0 24.0 32 0 10 0 37.0 30.0 S, 30 0 42.049 62 05 S2 5 i 9 - 11 m2 30.0 40.0 S0.0 47.5 24.8 39.0 44.0 70.0 40.0 77.S 33.0 { below 809 13 - 20 M2 30.0 40.0 64.0 6 F. S 40.0 96.0 92.5 40.0 92.0 80.0 95.0 I' above 784
- 20 - 33 *2 30 0 40 0 80 0 89 3 33 0 31 0 34 . 0 97.5 40.0 32.0 47.9 57.9
< SM2 30 0 40.0 $6.0 12.1 27.0 31.0 D4.0 57.S 40.0 32.0 47.5 $7.5 S - 1J n! 30.0 40.0 94 0 94.5 27.8 30.0 40.0 46.0 *S.O 75.0 40.0 46.0 70.0 82.5 30 0 40.0 72.0 12.5 30.0 40.0 14.0 40 0 98.0 47.5 100.0 below 784 13
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.- 13 - JS v2 21.0 41.0 21.8 26.0 20.0 4 Dove 860 23-Isnd 30.0 37 9 44.0 27.5 12.0 19.0 16.0 25.0 10.0 10 0 27.5 32.5 t t at it.S 21.0 24.0 27.S 12.0 19.0 16.0 29 0 18 0 18 0 27.S 32.5 37.S 45.0 9
- 13 e l 16.9 21.0 24.0 40.3 18.4 23.0 24.0 40.0 20.0 26.3 32 3 47 5 57.1 below 860 13 - tw MJ 27.0 32.0 38.0 S4.0 12 1 2o.3 A1.0 34.0 59.0 39.0 aeove 333 30 0 40.0 20-Ilni 40.0 23.3 28.0 32 0 39.3 16.5 19.0 22 0 39.0 24.0 22.0 32.5 40.0 i
4 S n2 23 3 28.0 32 0 JS.3 16.5 19.0 22.0 39.0 24.0 22.0 32.0 32.9 47.9 60.0 5 - 10 nt 50.0 12.5 25 9 3J.0 32.0 92.9 30 .0 60.0 72.1 I belos 833 10
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( 9 nl 5 - 11 n2 30.0 30.0 39 0 42.0 40 3 21.s 39.0 30.0 60.0 40.0 30.037.557.9 47.5 67.5 telow 409 13 - 20 m2 30.0 40 0 60.0 63.3 2 s. 3 40.0 46.0 72.9 87.5 66ove 784 20 - 33 n2 30.0 40.0 06.0 F F. S 30 0 40 0 90.0 82.5 39.0 44.0 45.3 24.0 27.0 30.3 50.0 36 0 28.0 42.9 S2 5
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> 33 m2 telow $33 above 409 28.5 40.0 40.0 70.0 40.0 74.0 100.0 100.0
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> 33 M2 30.0 40 0 $6.0 80 0 24.8 35 0 34.0 S7.5 37.0 to.C 87.5
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> 33 hl 30 0 40.0 64.0 92 5 24.9 40 0 34.0 67.5 40 0 70.0 100 0 100.0 above 806 28.5 40.0 40.0 67.S 40.0 72.0 100.0 100.0 7 33 MI 0.0 40.0 e t .0 99.0 telow B06 I
above 784 40.0 42.0 79.0 40 0 40.0 100.0 100.0 D 13 M2 30 0 40.0 70.0 100.0 30 0 I
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13*S 20.0 22.0 32.S 19.0 21.0 20.0 39.0 23.0 above 951 13 - JJ nt 20.3 30 0 34.0 47.5 2; - s, 2 13.9 19.0 20.0 27.S 9.8 13.0 14.0 22.9 19 0 20.0 27.9 32.9 14.0 25 0 16 0 24.0 31.0 37.9
< $ nf 5 - 13 n2 14.3 21 0 22 0 32 9 10 5 19.0 18.0 28.0 40.0 45.0 selow 951 15.8 24.0 26.0 37.9 12 6 17.0 16.0 27.5 17.3 24.0 24.0 40.0 26 0 10.0 19 0 62.9 L , , ,
above 906 1 J = 21 n2 3s ns 22.5 34.0 30.0 S29
- 23 17.9 11.3 19.0 14.0 25.0 17.0 24.0 12.9 42.S c , ng 19.0 21.0 24.0 32 9 11.3 16.0 16.0 27.5 17.0 26.0 37.5 34.0 47.5 S2.S below S06 S - 1 J t.2 19 0 23.0 24.0 35.0 18.8 28.0 32.0 45 0 14.3 20.0 18.0 32.5 21.0 ebove 360 13 - 2d #2 26.3 39.0 44.0 el.S 19.9 20 0 26 0 45 0 29.0 46 0 47.5 72 5 20 - Il pg l
17.326.0 29 028.0 20.0 37.1 12.8 10.0 18.025.0 3019.0 30 040.0 0 49.020.0 47.5 97.9 62.5 40.0 4 i 18.0 30.0 19.0 l 4 S M2 17.3 40.0 12 8 18.0 23.0 22.0 37.5 below $60 S = 10 M4 21.8 33.0 36.0 92.5 16.5 21.0 30.0 28.0 S0.0 32.0 90.0 72.5 40.0 above 806 10
- 20 M2 27.0 4 0.fs 46.0 67.9 23 33 m2 90.0, 99.0 I
( 9 n2 18.8 28.0 32 . 0 49.0 14.3 20.0 20.0 32.S 21 0 34.0 14.3 20.0 20.0 32 5 21 0 34.0 90.0 19.0 I S - to m2 18.8 20 0 32.0 49.0 21 0 30 0 20.0 90.0 32 0 50.0 72.5 80.0 Selow 806 10 - #J m2 27.8 40.0 46.0 69.0 24.8 39 0 34.0 S7.9 17.0 62 0 90.0 97.9 stove 234 20 = 33 m2 30 0 40 0 94.0 80.0 30.0 32.0 47.9 19.0 21.0 20.0 39.0 22.0 36.0 92.5 12.9S7.9 57.9 19.9 4 SM2 9 - IJ #2 19.9 30.0 32 0 47.5 15 0 21.0 20.0 19.0 22.0 34.034 .0 77.5 SS.0 94.0 40.0 90.0 72.S 22.5 32.0 30.0 12 9 40.0 60 0 45 0 26.3 30.0 36 0 62 5 40 0 64.0 91 0 100 0 below W 30.0 13 - 2J M2 30.0 l 23 33 as
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. g g 8 4 24, 1 Rl jfo 1 PUL11-PUOf FAC708 1.SC Rutiding IP94d"C7 i to e Elevetten @2 (ft) 7.1 10.0 10.0 15.0 11.0 14.0 20.0 22.9
, ..g 9.8 14.0 16.0 20.0 11.0 10.0 17.5 12 0 18.0 25.0 27.S g
10.5 16.0 18.0 25.0 8.3 9.0 12.0 32 0 20.0 13.0 20.0 30.0 12.5 12.0 18.0 20.0 27.S 47.9 belo. 1001 3 - 1 s n. 18 0 30.0 20.0 30 0 42.9 above 551 !! - 2J nt' 18 0 27.0 10 0 40.0 13 5 19.0 2J* As el 8.3 11 0 12.0 20.0 13.0 14.0 20.022.5 30.0 27.S ( 3 n2 12.3 12 0 16.0 15.0 22.S 18.0 20.0 27.5 9.0 13 0 12.0 20.0 14.0 16.0 24.0 35.0 37.S 32.5 S - 13 a; 10.5 19.0 14.0 25.0 i hlow 951 13.9 21.0 22.0 32.5 IO a6 eve 506 1J - 21 cl 33 33 ng 20.3 30 0 34.0 45 0 15 0 21 0 20 0 35.0 23 0 34.0 47.5 95 0 19.0 20.0 27.S 9.8 13.0 12.0 22.5 14.0 20.0 27.5 32 37.S 5
< , ng 12.8 14.0 14 0 22 5 15.0 22.0 12.9 18.0 16.0 27.9 19.0 28.0 42.5 9.8 49.0 S - 12 e l 13.S 20.0 22 0 30.0 Wlow 506 16.5 29.0 28.0 37.5 12.8 18.0 29 0 24.0 40.0 27 0 40.0 40.0 69.0 above 86G 13 - 2 d al 23 3 39.0 38.0 S5.0 20 - 35 mg t l
14.0 25.0 17 0 24.0 19.0 40.0 l 4 5 M2 15.0 22 0 24.0 32.S 11.3 19.0 16 0 29.0 17.0 26.0 17.5 42.9 15.0 22 0 24.0 39.0 11 3 16.0 34.0 90.0 99.0 ; below 860 5 - to M4 10-20M2 19.5 29.0 32.0 45.0 19.0 21 0 20.0 31.0 22 18.8 27.0 26.0 49.0 29.00 46.0 45.0 72 5 , 66 eve 806 23 - 33 M2 29 9 38 0 42 9 60.0 49.0 47.9 16.S 29.0 28.0 40.0 12.8 18.0 16.0 30.0 19.0 30.0 8 18.0 14.0 30.0 19.0 44.0 45.0 70.0 30.0 45.0 47.5 ( l al 16.S 25.0 28.0 40.0 12 29.S 38.0 42.0 60.0 18.8 27.0 24.0 49.0 29.0 5 - 10 mg below 806 to - 20 m2 34.0 $6.0 82.5 47.S above 184 20 - 33 m2 30.0 ,40.0 S0.0 72 9 22 9 32 0 30 0 S2 5 41.0 90.0 19.0 ta.0 30.0 20.0 32.0 45.0 ( l m2 17.3 26.0 30.0 42.9 13.9 13.9 19.0 18.0 30 0 20.0 32.0 50.0 77.9 S
- SJ ml 17 3 26.0 30.0 42.9 20.3 29.0 28.0 47.S 31.0 90.0 70.0 99.0 27.0 40 0 46.0 69.0 37.0 40.0 87.5 telow 794 13 2J m2 33 na 30.0 40 0 94.0 80.0 24.8 15 0 34.0 S t.S 23 9
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shose 951 70.0 45.0 40.0 76.0 75 0 30 0 40.0 90.0 00.0 40 0 46.0 3 33 MI 30.0 gg
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30.0 40 0 40.0 99 0 30 0 40.0 46.0 100.0
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,-1 ng 20.3 23.0 28.0 32.0 27.S 32.5 16.5 19.0 22.0 32.5 29.0 34.0 20.0 30 0 30.0 45 0 SS.O below 1001 24.0 27.0 23 3 27.0 3C.0 47.S 40cve 951 13 - 2J nd 30 0 39.0 44 0 47.S 2a ss n2 t , nr 17.3 21.0 24.0 27.5 12 0 15.0 14 0 25.0 10 0 18 0 29 0 30.0 0 19.0 20.0 32.S 24.0 20 0 30 0 37.9 35.0 42 5 5 - 13 n; 23.3 27.0 32.0 32.5 15 19.9 22 0 24.0 40.0 29.0 24.0 34.0 10.0 60.0 belou 951 1J - 25 e.2 28.5 32.0 38.0 37.S 30.0 34.0 52.5 34.0 30 0 40.0 92 0 92 5 26 3 /, above 906 23 - 3A nd . I.
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< S ut 27.0 32.0 36.0 24.0 24.0 32 0 47.9 60.0 S
- 10 mi 30.0 35.0 42 0 42 5 21.0 belou 860 to = 20 mg 30.0 40.0 94.0 92.9 27.0 11.0 36.0 95.0 72 540.0 40 0 42 0 69.0 77.9 ,
r acove 406 30 0 40.0 72 0 70 0 30.0 40.0 44.0 I 23 = 33 na 40.0 S0.0 47.9 24.8 28.0 32.0 10.0 37.0 30.0 49.0 12.9 4 S n2 30.0 24.6 2a.0 32 0 S3.0 37.0 30.0 49.0 92.5 75.0 S - IS m2 30 0 40 0 So.O 47.S 30.0 40.0 44.0 70.0 40.0 42.0 62.S below 006 30.0 40.0 68.0 67.9 i above 7M 13-20m2 20 33 n2 30.0 40 0 80.0 02 9 30.0 40.0 98.0 92.S 40 0 90.0 77.5 92 5 t 34.0 30.0 45.0 SS.S 40.0 50.0 90.0 29.5 29.0 32 0 S2.5 i 4 SM2 30.0 44.0 47.9 82.5 40.0 74.0 S0.0 S0.0 25.5 29.0 32 0 St.S 40.0 30 0 30.0 45 0 55.0 I 5 = 14 MI 30 0 30.0 40.0 72.S 30.0 40.0 S0.0 77.S 30.0 40.0 42.0 97.5 40.0 S4.0 s2.S 100.0 l below W 13 = 2 d nd 30.0 40.0 80 0 47.9 i 23 - 33 na l 1 O- JOS ##O .
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Qy Le E-W s O (4-5 BLDG: Contat rinent Buti ding MF: 1.50 J CASE: 2 av.54.n.e Dieu soeu ess i GF ca.t v l pato s 4 Centainment fr; m. A.ao JFs e44 So n a1e d _fe St .' 2l 1 Gut 1 ding _ 1 ott 2 St. Svildimp Ifted*C7 nUL18-n001 F6C30s 1.10 Elevetten Ranje (h2 (ft) 8.3 10.0 10.0 17.S 12.0 12 0 17.9 22.S s.t 11.3 19.0 16.0 20.0 12 0 14.0 14.0 25 0 10.0 16 0 22.5 27.5 17.3 20.0 24.0 25.0 g below 1001 i . I s u. 20.3 23 0 28.0 27.9 14.3 16.0 18.0 27.5 21.0 30.0 18.0 26.0 29.0 37.5 32.5 47.S above 951 1J - 21 at 28.5 33 0 40 0 40 0 20.3 23.0 26.0 40.0 2; - ss of 15.0 20.0 22.5 10.5 12.0 14.0 20.0 19.0 16.0 22.5 27.5 c 3 n2 14.3 16.0 18 0 27.S 20 0 10.0 25.0 12.5 5 - IJ n2 19.5 23.0 26.0 27.5 13 9 19.0 22.0 35.0 .25.0 20.0 30.0 37.5 O.. belo= 951 IJ . 29 of 24.0 27.0 32.0 32.S 45.017.3 22 9 26.0 28.0 49 0 33.0 30.C 42 5 52.5 ' above 936 30.0 30.0 44.0 23 - 3s HJ 16.0 27.5 19.0 18.0 29.0 32.5 c $ ad 18.0 22.0 26.0 27.S 12.8 15.0 18.0 20.0 32.S 23.0 20.0 24.0 27.5 35.0 45.0 31.0 S - 1) e 2 21 3 29.0 30.0 30.0 19.8 20.3 23 0 26.0 40.0 29.0 34.0 S2 5 62.9 below S06 10 . As ng 28.5 33.0 34.0 40.0 above 360 20 - 33 ms 30 0 40 0 St.0 59 0 22 8 32 0 16.0 57.5 40 0 19.0 20.0 12 .5 24.0 22.0 32.S 37.5 23.3 27.0 32 0 32 90 16.9 18.0 21.0 24.0 37.9 [ 47.5 27.0 34.022 0 32.5 42.5 40 0
< S m2 35 28.0 12.9 26 3 30 0 36.0 30.0 39.0 44.0 45.0 24.0 27.0 30.0 belou 060 S - 10 m2 65.0 40.0 30.0 $7.1 70.0 30 0 40 0 62.0 62.5 30.0 36.0 10 - 20 ml 40.0 obove 806 20 - 33 m2 l 47.5 21.0 24.0 20.0 42.9 32.0 26.0 37.9 47.5
< S n! 30.0 35.0 42.0 40.0 21.0 24.0 28.0 42.5 12 0 26.0 37.5 9
- 19 n2 30 0 39.0 42.0 40.0 30.0 39.0 40.0 62.9 40.0 38.0 15.0 67.9 below 806 10 - 20 m2 30.0 40.0 60.0 60.0 40.0 92.0 82 5 40.0 46.0 70.0 85 0 ebove 704 20 - 33 n2 30 0 40.0 80.0 75 0 30.0 42.5 21.8 29.0 28.0 45.0 33.0 26.0 40.0 47.5 t S M2 30.0 D6.0 44.0 21.8 29.0 28.0 45.0 33 0 26.0 40 0 47.9 30.0 36.0 44.0 42.5 44.0 67.9 40.0 40.0 60.0 72.9 9 10 m2 40.0 46.0 65.0 30.0 38.0 50.0 75.0 92 9 below W 13 - 2d n2 30.0 40.0 60.0 80.0 30.0 40.0 16.0 97.5 40.0 23 - 33 nd 30 0 l
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Butiding 1 Sit t bin b 3fo Svildl*9 # EI nu TI-800t 54CT04 1.oJ Ram Elevation (h2 (ft) 72.5 4C.0 44.J 65.o 77.S 30.o 4o.0 7c.o 7J.J 30.o 4J.o 44.o telow 2001 7 33 m2 above 951
> 3 3 set 3o.o to.o 76.0 75.3 33.8 to.o So.o 8o.0 40.o 46.o 70.0 89.0
' tel> 951 j above 906 30.o 40.o 86 0 02.5 3o.0 to.o St.o 07.5 40.0 So.o 77.5 92.S i 3 33 wt 9 ( above 860
> 33 n2 3C.o to.o 80.0 99.o 30.o to.0 64.o 10o.o 40.o St.o 90.0 100.o eseve s06 40.0 .0.o 95.o t00.o a 33 mi So.o to.o ee.o aso.o 3o.o 40.o to.o aco.o ,
.sove 7u beim 784 > 33 m2 30.o 40.o so.o too.o 3o.o 4o.o Ts.o too.o 40.o so.o tes.o 100.o O
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%71-400k F4 C70L 1.50 (ft) g , . .g 11.3 19.0 16.0 20.3 s. 3 4u.0 10.0 17.9 12.0 12.0 17.5 22 5 belo.1001 3 - 1 J n. 17.3 20.0 24.0 25.0 12.0 14.0 16.0 29.0 10.0 16.0 22.5 27.S above S51 13 - 2J ns 19.5 23.0 24.0 22.5 13 5 16.0 1s.0 27.5 20.0 18.0 25.0 32 5 2J - e s **2 24.5 33 0 40.0 4J.J 23.3 23.0 26 0 40.0 30 0 26.0 37.9 47.S
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t below 860 5 - 10 mi 26 3 30 0 30.0 35.3 15.0 21 0 24.0 37.5 27.0 22 0 32.5 40.0 above 806 10 - 20 M2 30 0 38.0 40.0 47.5 22.5 27.0 20.0 47.S 34 0 30.3 49 0 92.5 23 - 33 n2 30.0 40.0 62.0 el.S 30.0 le .O 40.0 69.0 40.0 34.0 $7.1 70.0
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' WF: 1.50 CASE: 5 % I-W ' 11 U-5 w .544..e 0 . i.w u n os o -- eaLO i GF0ht? apetiti.m .t 4 d4 4 cbtiding 14 nl
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h"' J/d 2 J/= 4 isd 2} 34, 1 put ? 1.p001 p a c? Oe 1.S c M edacy Butiding Ram Elevation W 14.0 20.0 22.5 (ft) 13.0 19 0 16.0 20.0 13.5 83 10.0 10.0 !?.S 3 ,,g 12.J 27.5 15.0 18.0 25.0 19.0 22.0 27.S 30.0 3537.5
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CASE: 6 ab'.1dat.f St au swap tLe s
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Contaifunent Out16teg f r 31.3. A.8 0 ._ffs
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CASE: 6 ) l av. wen.e Ceau twap 46s esto i cronte ComtliNEeR1 ap p tt 7 t.m But10ieS 2ri 3.ta. A.a n offs ici E 1 60 d i ilm 1 alt i hts b FnemeC7 , nygg g-m0DE F ACTOS 1.25 svilding 08" ' Elevet10a (ft) 62 14.3 10.0 20.0 22.5 10.5 12 0 20.0 14.0 20.0 11.0 16.0 22.S 27.1 g , nd 21.8 27.0 28.0 32.5 16.S 18.0 30.0 23.0 24.0 30.0 40.0 37.4 below 1001 3 - a a e.g 24.8 31 0 32 0 40.0 18.s 21 0 24.0 31.0 26.0 30.0 47.5 69.0 above 951 IJ - 2s ud 95.0 26.3 30.0 34.0 13.0 37.0 40.0 92.S 2s - 33 v2 30.0 40.0 40.0 19.0 20.0 27.9 39.0 C , et 17.3 22.0 24.0 30 0 12 5 15 0 16.0 29.0 18.s 21.0 24.0 35.0 27 0 28.0 35.0 45 0 S - 13 n; 25.9 31.0 32.0 37.5 31.0 36.0 42.9 99.0 belom 551 13 - 2S n2 29.3 37.0 34.0 47.5 21 8 29.0 2A.0 42.S 40.0 46.0 S7.S 72.5 above 506 40.0 S2.0 62.5 29.3 33.0 30.0 S S.0 30.0 C.,- 23 - 3a eid c s n2 22 5 20.0 30.0 15.0 16.5 19.0 22.0 32 5 24.0 26.0 32.S 42.5 29.0 32.0 40.0 10.0 belos SM S - 13 ' t 20.5 34.0 36.0 42.S 21.0 23.0 26.0 40.0 50.0 37.0 42 0 S0 0 65.0 30.0 40 0 44 0 SS.O 26.3 29.0 34.0 above 860 13 - JJ m2 70.0 40.0 90.0 70.0 90.0 20 - El M2 30 0 40.0 64.0 77.S 30.0 40.0 48.0 24.3 36.0 30.0 41.0 21.8 24.0 20.0 40.0 31.0 34.0 42.S 99.0 s S M2 30.0 40.0 *i.0 10.0 2*.s 27.0 32.0 49.0 35.0 38.0 47.9 60.0 , telow 860 5 - 10 m2 10 - 20 m2 30.0 40 0 54.0 47.5 30.0 39.0 40.0 97.S 40.0 S0.0 62 5 80.0 64.0 00.0 100.0 above 806 30.0 40.0 74.0 47.9 30.0 40.0 94.0 17.S 40.0 l 23 - 33 n2 C S n! 30.0 40 0 90 0 60 0 30.0 32.0 40 0 95.0 40.0 46 0 55 0 72.5 46.0 19.0 72.9 S - 15 m2 3 f.' . 0 40.0 SC.0 40.0 30.0 32.0 40.0 99.0 40.0 64.0 77.5 100.0 l below 8 06 13 - 2J m2 30.0 40.0 70.0 89.0 30 0 40.0 52 0 75 0 40.0 40.0 00.0 100.0 100.0 I above 764 30.0 40.0 00.0 100.0 30.0 40.0 72.0 100.0 I 20 - 33 m2 ( S M2 40.0 S2.0 42 9 30.0 33.0 40.0 SS.O 40.0 46.0 99.0 72.S
- 30.0 30.0 33.0 40.0 55.0 40.0 46.0 55.0 72.5 S - 14 n2 30.0 40.0 12.0 42.5 40.0 72.0 8901000 below 784 13 - 2d M2 30.0 40.0 74.0 92 5 30 0 40 0 16 0 50 0 40.0 74.0 100.0 40.0 80.0 100.0 100.0 23 - 35 nd 30.0 40.0 80.0 100.0 30.0
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- p tL 7 i.4 r eaLO a 4 Building f Mn. 1 AWfett s 2 Arm a sci 2 1 sit ble puL71-p001 FaC70s 1.10 gotiging Me d*U 88" Elevatten W (ft) 10.0 10.0 17.5 13.0 14.0 20.0 22.5 19.0 18.0 2S.O 14.0 20.0 25.0 32.5 8.3 s , .et 12.0 15 0 16.0 20.0 27.5 13.5
, . I s .. le.e 23.0 24.0 21 0 26 0 28.0 12 57.5 47.55 IS.e 22.5 10.0 29.0 20 0 30 42 05 22 0 26 0 30 0 40 0 below 1001 34.0 45.0 above 951 13 2 > ni 30.0 37.0 40.0 28.0 32 0 2J *A8 "2 l
14.0 18.0 22.5 27.9 c 3 n2 14.3 14.0 20.0 29.0 10 9 33 0 14.0 22.5 24.0 30.0 40.0 26.0 28.0 32.S AS.s 1s.0 20.0 30.0 35.0 22.0 t 21.0 26.0 10.0 3F.S 47.1 31.0 32 0 40.0 18.s 21 0 24.0 l below 951 5 - 13 n.* l above 906 IJ = 29 of 24.8 52.5 24.8 20.0 32.0 47.5 36 0 40.0 50.0 42.5 I 23 - 3A Hg 30.0 40.0 46.0 15.0 24.0 26.0 30.0 13.5 16.0 18.0 27.S 20.0 22.0 27.5 35.0 42 5 18 0 17.3 20.0 22.0 32.S 29.0 0 28.0 c , n2 24.0 29.0 30.0 37.5 25.0 28.0 42.5 31 36.0 42.5 59.0 30.0 37.0 40.0 47.5 21.0
$ - 13 ,2 below 936 40.0 50.0 62.5 80.0 I
' above 860 13
- 2., n2 30.0 40.0 S6.0 47.5 30.0 36.0 42.0 60.0 20 - 33 sg .
#4.0 24.'O 39.0 45.0
< S n2 24.0 30.0 32.0 40.0 18.0 21 0 21 0 24.0 19.0 23.0 28.0 40.0 30.0 12 0 40 0 St.S i
20.5 35.0 36.0 42.5 44.0 52.5 67.5 below $60 5 - 10 m2 30 0 40 0 44 0 57.S 26.3 30 0 34.0 50 0 37.0 40.0 96.0 70.0 90.0 10 - 20 m2 79.0 30.0 40.0 48.0 67.S above 806 30 0 40.0 64.0 23 33 m2 t 92.5 29.9 28.0 34.0 47.S 16 0 40.0 47.5 $2.5 c $ m2 30.0 40.0 44.0 29.5 20.0 34.0 47.5 36.0 40.0 47.S 62.5 S - to at 30.0 40.0 44.0 $2.5 30.0 44.0 45.0 40.0 St.0 67.5 87.S below S06 10 - 24 m2 30 0 40.0 60 0 72.5 30.0 30.0 40.0 42.0 87.9 40.0 70.0 90.0 100.0 above 784 20 = 33 n2 30.0 40 0 80.0 100.0 47.S 37.0 40 0 47.5 62 5
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< $ m2 30 0 40.0 44.0 12 5 26.3 28.0 34.0 34.0 47.5 37.0 40.0 47.5 62.5 5 = 14 m3 30.0 40.0 44.0 $2.5 26.3 20.0 40.0 70.0 40.0 62.0 79.0 47.1 below 764 13 . Ja M2 30.0 40 0 64.0 80.0 30.0 40.0 40.0 66.0 92.5 40.0 80.0 47.1 100.0 23 - El ng 30.0 40.0 80.0 100.0 30.0 lO gg CALC "C PAGE or P . 's ".
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CASE: 1.00 1 gJ[ ~ v E-W ae.s....e oe. 6 0 nos
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building S 51s' E 5 slo 1 214 4 l ben Butidtag Fretut*C7 i auL71-m00E Pattes 1.00 [levation Reage * (ft) (M1 30.0 40 0 S6.0 02.5 24.0 36.0 34.0 60.0 30.6 62 0 92.5 97.9 gego,g73 > 33 mz stove 854 97.9 \ 30.0 40.0 S6.0 82.5 24.8 36.0 34.0 60.0 38.0 62.0 92.5
- 33 al atove 830 f (0- stove 807
) 33 m 30.0 40.0 60.0 90 0 27.0 39 0 36 0 42.S 40 0 68.0 100.0 100 0 3 33 ml 30.0 40.0 60.0 90.0 27.0 39.0 36.0 42.S 40 0 68.0 100.0 100 0 f belom 807
' above 778 l 30.4 40.0 60.0 90.0 27.0 39.0 36.0 62.9 40.0 es.0 100.0 100 0 Delow 778 > 33 m l f O PAGE gg ,; . . . .. - CALC @ g, J- ' ML Tb[g6 b =" *"W
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< , n2 19.0 21 0 24.0 30.0 11.3 19.0 14.0 25.0 17.0 22 0 30.0 35.o belo= 8?J g . la n; 15.0 21.0 24.0 30.0 11.3 19.0 14.C 25 0 17.0 22.0 30.0 35.0 46cve 854 gg . gg ej 17.3 26.0 24 0 40 0 12 8 18.0 18 0 30 0 20 0 30 0 45 0 50.0 18.8 29.0 32.0 47.5 14.3 21.0 20.0 39.0 22.0 36.0 St.S 97.5 23 - 33 Hi c t nf 19.0 22.0 24.0 32.5 11.3 15 0 14.0 25.0 17.0 22.0 32.5 37.5 37.5 bel 0= 854 5 13 >2 15.0 22.0 24.0 32.S 11.3 15.0 14.0 25.0 17.0 22.0 32.5 12.8 19.0 18.0 30.0 20.0 32.0 45.0 S0.0
) lO* above 830 13 = 2J m2 20 = l a "4 17.3 20.3 26.0 28.0 42.5 30.0 34.0 50.0 15.0 22.0 20.0 35.0 23.0 38.0 95.0 60.0 l l
< $ m2 16 9 24 0 26 0 37 9 12 0 17.0 16.0 27 9 10.0 26 0 37.5 42 5 belo= 830. S - 10 ne it.S 24.0 26.0 37.5 12 0 17.0 16.0 27.5 18.0 26.0 37.5 42.5 above 807 g3 20 m2 10.0 27.0 30.0 42 5 13.1 19.0 18.0 32.5 21.0 14.0 47.5 12.1 33 mi 23.3 36.0 40.0 57.S 10.0 26.0 24.0 42.S 27.0 44.0 65.0 70.0 I 23 l
( 9 n! 16.S 29.0 28.0 40 0 12.8 18.0 16.0 30 0 19.0 30.0 42.5 47.9 19.0 30.0 42.5 47.9 i belom 807 5 11 M2 16.5 25.0 28.0 40.0 12.8 18.0 16.0 30.0 above 778 33 23 MI 18.0 28 0 30 0 45.0 13 5 20.0 18.0 32.5 21.0 34.0 90.0 99 0 23 - 35 m2 26 3 40.0 44.0 65 0 19.5 29.0 28 0 47.5 30.0 50.0 72.5 77.9 4 S M2 16.9 29.0 28.0 42.9 12 8 18.0 16.0 30.0 19.0 32.0 47.9 90.'O 90.0 below 778 g . !J a2 16.5 25.0 28.0 42.S 12.8 18.0 16.0 30.0 19.0 32.0 47.9 18.0 28.0 30.0 49.0 13.S 20.0 18.0 32.5 21.0 34 .0 12.5 95.0 13 - JJ MA 23 35 ed 30.0 40.0 90.0 79 0 22.1 33.0 32.0 19.0 34 0 98.0 89.0 90.0 O m uo , . , . ~. -
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- IG "I 14'0 !t'o 26*0 86*0 t I' t 19'O t*'0 76'O T&*0 29*0 26'6 EL* ti*6 II
- II "I 19'6 29'O te'0 02'6 li's te'0 18'0 E0'0 14'O ti'O tA'6 60'0
* * "I tt*6 14'0 20*0 tt*6 6't tt*0 12'0 22'6 15'O F0'O tA*6 5l'6 qego. ggp 6 = t i at tt*6 16'O F0'0 6 6*0 lE'O ll'O ll*6 1G*0 20*0 tA'6 C2'6 94088 9CC 16*0 2(*0 79'0 24'0 86' 11*t 19'0 19 0 24'6 14*0 28'0 90*0 tl*6 I E
- I" "3 16*0 te0 tF*$ 20*0 te'0
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' ' "I 1**( 2t'0 !t'0 E#'6 10'6 15'0 te'0 26*0 19*0 f*'O tl*6 81*6 9*Lca SCC 6 = 10 WF 16*( ll'O FF*0 tI'6 10'6 f6'O tt*0 F6'0 19'0 79'0 ll'6 EL*6 egoas gc( ro wr 16*t 2**0 F9'O t1*6 ll'0 11'0 14'0 Z 4* 6 10*0 fO*0 tl*6 96*0 IC FC - tt uF 21*0 tF'O t**0 62'6 16'O lC'O FF*0 tA'6 tt*0 90'0 '61'6 9l*6 I I "I t**( ll*0 re'0 86*0 tI't 16*0 1*'0 26*0 19'0 49*0 tA*6 tI'6 telon 904 6
- fO "I te't rf'C !t'O C6*0 11*( 16*0 tt*0 86 0 89'O f**0 tA'6 02'6 eqona ggg 1C - re wr 1 tt*0 79'O te'c tt*0 14'0 19'0 246 te'0 E0 0 96*0 t t* 6 y,6*t
.0 89*0 D0'0 61*$ 19'0 29'O tt*0 DF'6 tA'O ev0 96*0 L0'0 fO = tt ot 1
J > 6 uf 16'O tl*0 it*0 C6*0 tI't 19'O tt*0 26*0 1L*0 20*0 *0'0 46*0 j gelom gig 6
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- IP WF tE'O f6'0 28'0 00'0 1l 0 10'0 19*0 r4 6 10*0 tI'0 06*0 60*O lC . ti wr 21's 00'0 09'0 91*6 it'*0 C0'0 20'0 60'*0 tE*0 6l*0 L6'0 82'6 O
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k- W O tS BLOG: Electrical Butidt WF: 1.00 E-\ CASE: 2 i a6'.14at.f Deau L9 0 tLet g aaLO I Gtchev v . . .n a no . rr s ! as ets ti.= 31d 4 Il Su110 tag n o s' 5 , Its t att t l Sto L Buildteg FreeventF muL78-p00f FeC70e 1.0C (1evetten Range (ft) (hal 30.0 40.0 40.0 95.0 40.0 $2.0 00.0 97.9 yt ,gv3 3 33 n2 30 0 40 0 80.0 87.S above SM 30.0 40.0 40.0 07.5 3C.0 40.0 60.0 99.0 40.0 $2.0 80.0 97.S
) 33 M2 telp SW 46ove 830 30.0 80.0 95.0 30 0 40 0 66 0 100 0 40.0 98.0 27.S 100.0
/Og tel > 833 eDove 8:7
) 33 Mk 40.0
> 33 MI 30.0 40.0 00.0 99.0 30.0 40.0 64.0 100 0 40.0 St.0 07.5 100.0 above 778 Delm 778 > ll MI 30 0 40 0 80 0 99.0 30.0 40 0 46 0 100 0 40.0 90.0 87.5 100.0 i
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av.ient.f Stav 4w.0 GL88
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Swilding ygg333,3 g3gJ e s 1 612 4 . blo 1 Jft t l bis L Sti 2l Su11ste; Freesency , mutft-m001 fation 1.2S [levation Sany (ft) (MJ 19.0 20 0 27.5 35.0
< g ng 18.0 23.0 26.0 30.0 12.8 16.0 16.0 27.5 35.0 18.0 23.0 26.3 30 0 12 8 16.0 16.0 27.5 19.0 20.0 27.9 belo. 8'J g . ga n; 32.0 26.0 37.S 47.9 ebove 854 g a . 2 9 ,,g 30.0 39 0 42 0 40 0 21.8 24 0 20.0 34.042.S17.5 40.0 30.0 47.9 SF.S 30.0 40.0 St,0 90,0 27.8 31.0 23 - 38 '5l 19.5 25 0 20.0 12 5 14.3 17.0 18.0 30.0 21.0 20.0 30.0 39.0 35.0 belo= 854 g g ng 19.S 25.0 28.0 32.9 14.3 17.0 10.0 30.0 21.0 20.0 30.0 47.S 30 0 36 0 44.0 42 9 23.3 25.0 29.0 45 0 34.0 26.0 40 0 5 . g 3 ,;
stove 830 13 - 2w ng 40.0 32.0 47.S 60.0 4 30 0 40.0 50.0 12.5 28.1 32 0 36.0 97.S
'O ~ 23 - 33 ng 39.0 42.5 g g nj 29.5 30.0 36.0 37.5 18 0 21 0 22 0 37.5 26.0 24.0 26.0 24.0 35.0 42.5 below 830 S - 10 mt 25.9 30.0 36.0 37.5 18.0 21.0 22.0 37.9 47.S 36.0 20.0 40.0 50.0 abete 8".7 30.0 34.0 46.0 49.0 24.0 27.0 30.0 13
- 20 ml 30.0 40.0 64.0 62.5 30.0 30 0 44.0 70.0 40.0 30 0 17.9 70 0 J3 = 33 nd 30 0 35 0 42 0 40.0 21 8 24.0 20.0 42 9 32.0 26.0 37.5 45 0 ,
< g nr 32.0 26.0 37.5 45.0 below 807 g . 10 m2 30.0 35.0 42.0 40.0 21.0 24.0 28.0 42.5 39.0 20.0 42.9 92.S above 778 20 Mg 30.0 40.0 90.0 47.5 26.3 29.0 40.0 32 0 12.5 g3 30.0 40.0 74.0 70.0 30.0 40.0 79.0 40.0 42.0 69.0 77.5 23 - 33 n2 c S M2 30.0 38.0 44.0 42 9 24.8 27.0 30.0 47.9 36.0 26.0 40.0 10.0 36.0 26.0 40.0 50.0 below 778 g . le n2 30.0 38.0 46.0 42.9 24.s 27.0 30.0 47.5 40.0 30 0 40.0 S4.0 90 0 27.8 31 0 14 0 95 0 30.0 45 0 59.0 g3 . Ja ng 33 33 mg 30.0 40.0 80.0 77.9 30.0 40 0 94.0 87.5 40.0 44.0 72.S 87.9 O h JOG 980 . ,
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N-S O . BLDG: Electrical Building DNF: 1.50 CASE: 2 . av.1e46.t ceau 6v.0 ELes esto i sf 0M' Electrical ' , , g g ,,, ~ Sw11 ding f%3A A 4E I g g gag 2 & T/4 d g j ! Su1181a0 F N '**7 ' put7t-acce pac 708 1.50 Elevation Sea f (ft) (ha j 19 0 20.0 22 0 25.0 11 3 14.0 14.0 22.5 16.0 16.0 21.0 30.0 g g n2 below 87) , . la n2 15.0 20.0 22.0 29.0 11.3 14.0 14.0 22.5 16.0 16.0 25 0 30.0 aaove 854 g g . 21 **J 27.0 30 0 36 0 35 0 te.e 21 0 24.0 37.5 2s.0 22.0 32.5 40.0 30.0 30.0 40.0 45,0 24.0 27.0 30.0 50.0 36 .0 26.0 40.0 S0.0 2 3 - H e.4 l g 9 as 16.S 21 0 24.0 27.S 12.0 15.0 16.0 29.0 14.0 10.0 25.0 10.0 [ below 854 9 . g 3 ,2 16.9 21.0 24.0 27.5 12.0 15.0 16.0 25.0 15.0 10.0 25.0 30.0 14.S 22 0 24.0 40.0 t l
- acove 83^ g3 29 n2 28.S 31.0 38.0 17.5 29.0 22 0 35.0 42.5 20 = 33 mA 30.0 4C.0 $0.0 49.0 29.1 20.0 32.0 90.0 37.0 70.0 42.9 $2.5 I
g S n2 21.0 26 0 30 0 32.9 15 0 18 0 20.0 30.0 23 0 20.0 30.0 39.0 35.0 below B30 9 . to al 21.0 26.0 30.0 32.5 19.0 10.0 20.0 30.0 23.0 20.0 30.0 abcve 8*7 g3 20 nf 30.0 33 0 40.0 37.9 21.0 23 0 26.0 42.5 31.0 24.0 39.0 42.5 23 - 33 mA 30.0 40.0 40.0 95.0 30.0 34.0 34.0 62.5 40.0 34.0 50.0 62.5 c S n! 27.0 30.0 36.0 35.0 10.0 21.0 24.0 37.5 27.0 22.0 32.9 40.0 below 807 % . to m2 27.0 30.0 36.0 35.0 10.0 28.0 24.0 37.S 27.0 22.0 32.9 40.0 30.0 35 0 44 0 40.0 22 5 25 0 20.0 45 0 33 0 J4 0 37.5 45.0 6bove 776 13 20 m2 70.0 4C.0 66.0 42.9 30.0 37.0 42.0 67.5 40.0 30.0 17.5 23 - 33 n2 30 0
< $ n2 30.0 33 0 42.0 37.S 21.0 23.0 26.0 42.9 38 0 22.0 19 0 42.5 telow 778 9 10 n2 30.0 33.0 42.0 37.S 21.0 23.0 26.0 42.5 31.0 22.0 35.0 42.5 13 a 2J na 30.0 30.0 48.0 42.9 24.0 27.0 30.0 47.9 36.0 26.0 40.0 47.1
- 3) ad 30.0 40.0 76.0 70.0 30.0 40.0 49.0 ??.S 40.0 44.0 65.0 00.0 23 l O '"0E JOS 980 . _ .. -
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. jthy r i 1 b t's i e 24 1 att 4 l bes 1 3ci 8l Sw116teg Frecue9cy ,
puL13-m006 54 C f 0 4 1 00 j [levation Renee j (ft) (h:1 30.0 46 0 ab.0 87.5 3J.0 40.0 40.3 95.0 40 0 92.0 30 0 97.5 7 33 ng telo. 873 above 854 30.0 40.0 80.0 87.9 33.0 40.0 60.0 95.0 40.0 92.0 00.0 97.5
) 33 n2 l stove 830 3 33 ng 30.0 40.0 80.0 99.3 13.0 40.0 64 3 100.0 40.0 50 0 87.5 100.0 telo. 830 (O.. . we e01 3 33 ng 30.0 40 0 80 0 95.0 30.0 40.0 66.0 100 0 40.0 $8 3 87.5 100 0 above >?B
.e1 17. ,,,,,, 30.0 40.0 .0.0 ,,.0 30.0 40 0 ...e ,00.0 40.0 ,,.0 0,., ,00.0 I
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I , ses 1 set 2 l ar, Bulletag fre4ven:p 4 nu671-nuut 8aC7J4 1.73 Elevation Sange (ft) (hal 4 ( ns te.e 23.o 26.o 30.3 13.5 to.o te.o 27.5 20.0 20.0 27.5 35 0 telo. 87J g . la n; le.e 23.0 26 0 so.) LA.S to.o to.o 27.5 20.o 20.0 27.5 35.0 Stove 454 la . 29 oJ 29.3 34.9 42.0 44.5 2 J. 3 24.0 26.0 42.5 31.0 26 0 40.J 47.S 23 - as na 30.0 40.0 St.o 53 3 27.e 34 0 34.e 47 5 40.0 30.0 47.5 57.5 4 S as 20.3 25 0 20.0 32.5 14.3 17.0 18.o 30.0 22.0 20.0 30.0 37.5
.-- belo= 854 5 = 4 ) e2 20.3 25.0 20.0 32 5 14.3 17.0 10.0 30.0 22.0 20 0 30.0 37.5 etove 830 13 2, ng so.o 36. o 44 o 42.5 21.0 29.o as.e es.e 32 0 26.o 40.0 47 5 33 e4 30.0 40.0 St.o 52.5 28 5 J2.0 36.0 57.5 40.0 32 0 47.9 60 0 20 4 S m: 25.S 30.0 36 .0 87.5 1s.0 21.0 22.0 37.5 26.0 24.0 35.0 42.5 belo= 830 g . to ng 25.S 3o.o 36.0 37.5 18.0 21.0 22.0 37 5 26.0 24.3 31.e 42 5 66cie BC7 13 . to et 30.0 37.9 46.0 es.3 22.5 26.0 20.0 47.5 34.0 28.0 42.5 90.0 23 - 33 nt 30 0 40.0 68.0 et.S 49.3 38.0 44.0 70.0 40.0 3e.0 97.5 70.0 t
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40.0 c S n2 26 3 30.0 36.0 39.0 19 0 21.0 22 0 37.S 2T.0 37.9 27.0 22.0 32.9 22 0 32.9 40.0 below 807 g . gg n2 2s.3 30.0 34.0 39.2 14.0 21.0 22.0 49.0 26.0 37.S 47.5 39 .0 44.0 es.S 24.0 25.0 28.3 32.0 ebove 778 g3 23 p2 30.0 40.0 30.0 SF.S 70.0 j 30.0 40 0 64.0 m2.5 30 0 37.0 42.0 t?.S I 23 - 33 m2 I 33.0 42 0 37.9 20.3 23 0 26.0 42.5 30.0 24 0 39.0 ti.S I ( S m2 30.0 30.0 24.0 39 0 42.S belom 778 g . gg nz 30 0 33.0 42.0 3 F. S J0.3 23.0 26.0 42 9 St.0 20.0 50.0 24 0 27.0 30 0 34.0
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- 3 3 mg g g my 16.5 24.0 26.0 37.9 12.0 17.0 16.0 27.9 10.0 26.0 37.9 42.5 16.0 27.5 18.0 26 0 37.S 42.9 below 83' g . 30 M4 16.5 24.0 26.0 37.5 12.0 17.0 e0 cue 8C7 g3 . go ng 18.0 27.0 30.0 42.9 13.5 19.0 10.0 H.S 20 0 32 0 of.S $2.5 33 pg 23.3 36 0 40.0 S 7.9 18.0 26.0 24.0 42 5 27.0 44.0 65 0 70.0 33 '
q gm 16.5 29.0 20.0 40.0 12.0 10.0 16.0 30.0 19.0 30.0 42.9 47.9 47e5 below 807 g . to M2 16.S 29 0 20.0 40.0 12.8 10.0 16.0 30 0 19.0 10.0 42.9 23 mg 10.0 20.0 30.0 45.0 13.9 20.0 10.0 32.5 21.0 34 .0 10.0 $2.5 above 778 g3 47.S 30.0 90.0 72.5 77.S 23-33ng 26.3 40 0 44.0 69.0 19.5 29 0 20.0 g g m2 St.S 25.0 28.0 60.0 12.0 10.0 16.0 30.0 19.0 32.0 47.9 90.0 16 5 29.0 20.0 40 0 12 0 18.0 16 0 30.0 19.0 32 0 47.9 S00 telow 778 g . gg n2 10.0 32.S 24.0 36 55.0 18 28.0 30 49.0 13.9 20.0 52,.9 l 13, - 2J,
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!!.3 13 0 16.0 12 0 16.0 20.0 29.0 14.0 10.G 29.0 17.0 26.0 37.5 30.0 42.5 above 854 18.0 18 0 30.3 32.0 47.5 S00 g3 . gg n, 16.9 26 0 28 0 42.S 12 8 19.0 g) , g ,,
13.S 19.0 20 0 27.5 9.9 13.0 12.0 22.5 19.0 20.0 27.5 12.$
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14.3 28.0 22.0 32.$ 10.9 15.0 14.0 21.0 16.0 24.0 32.5 37.S g g mg below B33 5 = to ad 14 3 21 0 22 0 12 9 10 9 19.0 14 0 29.0 16 0 24 0 32 9 37 1 above 8G7 gg . 20 Mi IS.s 24.0 24.0 37.1 32.0 17.0 16.0 27.5 10.0 24.0 40.0 45.0 g3 . p ,g 21 0 32.0 34 0 92.5 15 0 23 0 22.0 37.5 24.0 40.0 57.5 42.9 14.3 22.0 24.0 35.0 10.9 15.0 14.0 29.0 14.0 26.0 37.1 40.0 4 , ,g 14 3 22 0 24.0 35.0 10.9 15.0 14 0 25.0 16.0 26.0 37.5 40.0 below 807 g . g5 n2 42.5 47.9 stove 778 15 8 24.0 26.0 40.0 12.0 !?.0 16.0 27.S 10.0 30.0 g3 . ga ,g 40 0 26 0 24 0 42 5 27.0 44.0 65 0 70.0 23
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St. t att t l be 5 Frecuency peUL T S-840DE s aC10e 1 2 5 SvildteS , (levottoa Senge (ft) (h2 ) 14.0 24.0 26.0 32.5 13.5 !?.0 19.0 27.S 2C.0 22.0 30.0 37.5 i g , ,g 10.0 27.9 20.0 22.0 30.0 37.S 6efon 87) $ . IJ n; 18.8 24.0 26 0 32.9 13.5 ! ?.0 ascoe 854 30.0 40.0 44.0 50.0 25.5 27.0 32.0 45.0 36.0 36.0 49.0 60.0 ! 1J = 21 til 30 0 40.0 98.0 70.0 30.0 37.0 44.0 62.5 40.0 S4.0 62.5 42.5 23 - 33 8'l 40.0 g , ,g 20.3 26.0 20.0 35.0 19.0 10.0 20.0 30.0 22 0 24.0 32.5 40.0 telo= 854 g.g,,, 20 3 26 0 2s.0 35.0 15 0 1s.0 20.0 30 0 22 0 24.0 32.5 29.0 3e.0 10.0 30.0 40.0 47.S 62.9 30.0 40.0 4e.0 S2.5 27.0 i 10' above 830 g3 . Zw al gg . 33 ,, 30.0 40.0 60.0 70 0 30.0 30.0 40.0 65.0 40.0 96.0 62.$ 85.0 ( $ u2 27.0 33.0 36.0 42.9 19.S 23.0 26.0 37.9 20.0 32.0 40.0 90.0 40.0 50.0 befo= 830 g . go ng 27.0 33.0 36.0 42.S 19.9 23.0 26.0 37.5 20.0 32 0 30 0 40.0 40.0 95.0 29.3 30 0 30.0 92.5 40.0 40.0 50.0 65.0 atove SC7 gg . 20 MI 30.0 40.0 72 0 85 0 30.0 40.0 50.0 ??.S 40.0 68 0 79 0 100 0 23 = 33 seg ) g g ,g 30.0 60.0 44.0 90.0 29.9 27.0 34.0 47.9 36.0 10.0 49.0 60.0 30.0 40.0 44 0 90.0 25.9 27.0 34.0 47.S 36.0 30.0 45 0 60.0 telo 837 g . gg ,g 30.0 40.0 12.0 40.0 30.0 33.0 42.0 St.S 40.0 46.0 19.0 72.5 above 778 g3 20 m2 30 0 40.0 78.0 92.5 30.0 40.0 62 0 82 5 40.0 72 0 02 5 100.0 33 33 mg 40.0 50.0 17.5 30.0 32.0 40.0 92.9 40.0 44.0 12.9 70.0 g g nr 30.0 40.0 44 0 92 9 30.0 S7 S 30 0 40.0 telt,778 g . gg nr 40.0 40.0 .e .6,., ,0.0 32,.0 3 .0 12,.9 40.0 ,4.0 70, 0,
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< > nf 1T.0 10.0 29 0 32.9 D'IO" 878 9 . la n; 19 8 20 0 22 0 27.S 11.3 14 0 14.0 22 5 stove 454 35.0 34.0 42.S 21.0 23.0 20.0 40.0 30.0 32.0 40.0 10.0 I IJ . 29 92 30.0 3C.0 32.0 40.0 19.0 40.0 46.0 92.9 72.9 23 33 ed 30 0 40 0 S0 0 40 0
< S nt 17.3 22.0 24.0 30.0 IJ.8 15.0 16.0 29.0 18.0 20.0 27.9 35.0
-. belo= 854 gy.1 22 0 24.0 30.0 12 0 15.0 16.0 25.0 18.0 20.0 27.5 15.0 23.3 25.0 10.0 42.9 33.0 34.0 40.0 92.9
, . 3 3 ,2 above 833 g 3 , g, .el 30.0 37.0 40.0 45.0 20 - 33 nd 30 0 40 0 12 0 62.5 30.0 33.0 42.0 95 0 40 0 40.0 SS.O 72.5 l
39.0 16.9 19.0 22.0 32.9 24.0 24.0 .32.9 42.5 4 S M2 22.S. 20.0 30.0 14.5 19.0 22.0 32.9 24.0 26.0 32.9 42.5 belo= $30 S = 10 na 22.5 28.0 30.0 35.0 44cve 807 13 = 20 ml 30.0 39.0 42.0 47.9 29.9 26.0 32.0 45.0 39.0 34.0 42.5 99.0 90.0 23 = 33 nd 30.0 40.0 62.0 75.0 30 0 40.0 90.0 47.S 40.0 St.0 67 5 s C S nl 30.0 39.0 34.0 42.9 21 0 23 0 20.0 40.0 11.0 32 0 40.0 12.5 below 807 10 n! 30 0 39.0 30 0 42 9 21 8 23 0 20.0 40.0 31.0 32.0 40.0 92 5 10.0 40.0 46.0 12.9 28.S 29.0 34.0 4 F.9 39.0 40.0 47.5 42.9 3 8D0'4 778 13 - 23 nf 30.0 40 0 S4.0 F2.9 40.0 42 0 72 9 97.9 23 - 35 m2 30 0 40 0 68.0 40 0 27.8 27.0 34.0 49.0 37.0 38.0 45.0 40.0 4 9 n2 30.0 40.0 42.0 90.0 37.0 30.0 49.0 40.0 below 778 g . 1J n! 30.0 40.0 42.0 50.0 27.8 27.0 34.0 49 0 30.0 32.0 42.0 99.0 40.0 44.0 12.9 70 0 13 . JJ m2 30.0 40 0 10.0 40.0 30 0 40 0 78 0 90 0 30 0 40.0 64.0 49.0 40 0 70.0 4251000 23 - 31 M4 I i O Jos peo ,. , , , ./ PAGE CALC eco I- ' Bl C N/ /i(, - ~ 0,
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> 33 Mg 30.0 40.0 80.0 100.0 O~ 46cie 837 3 33 m3 30.0 40.0 40.0 100 0 30.0 40 0 80 0 100.0 40 0 90.0 100.0 100 0 i eDove 778 30.0 40.0 00.0 100 0 30.0 40.0 80.0 100.0 40.0 00.0 100.0 100.0 I below 778 7 33 M2 I
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CASE: 6 w E-W a6'.Seah.f Deau L9 0 ILet gg g I e a t,0 i GI CM T I a *Mi t_.a. biIdi"9 Jrk.',A3, A hJ f s Is2 1 A/2 d . St. 1 J/t 2 l J# = 4 2l , Ir*4We*C7 mut13.m00t paCTOs 1 2% Suild"'O i Elevation Reage (ft) (h3)
< , et 19.5 24.0 26.0 32.5 14.3 17.0 10.0 27.9 2C.0 22.0 30.0 37.9 belom 873 19 5 24.0 26 0 32 5 14 3 17.0 18 0 27 5 20 0 22 0 30.0 37.1 S . 14 n2 30.0 40.0 42.0 92 5 24.0 27.0 32.0 4S.O 34.0 40.0 47.S 42.9 seove 854 ga . AS n2 33 ni 30 0 40 0 $8.0 70.0 30.0 37.0 40.0 42.S 40.0 $4.0 42 9 82.5 33 g g et 21.0 27.0 30.0 3S.0 15.0 14.0 20.0 30.0 22.0 24.0 32.5 40.0 below 8$4 21 0 27.0 30.0 39 0 11 0 10.0 20.0 30.0 22.0 24.0 32.S 40.0 O_ above 830 g . g 3 pg 13 - 2s al gg . 33 pg 30.0 40.0 44.0 95.0 26.3 30 0 40 0 60.0 70 0 30 0 3a.0 48 0 69.0 40.0 96.0 42 5 85 0 29.0 14.0 47.9 37.0 42.0 10.0 65.0 i
l < S n; 27.0 33 0 36 0 42.9 19.9 23.0 26.0 37.9 20.0 32.0 40.0 90.0 32.0 40.0 90.0 19.S 23.0 26.0 37.5 28.0 belom 830 $ . 10 ng 27.0 33 0 36 0 42.5 above 807 13 = 20 Mt 30.0 40.0 40.0 17.5 27.0 30.0 34 .0 50.0 38.0 40.0 19.0 70.0 23
- 33 Mt 30 0 40 0 72 0 05.0 30.0 40.0 18.0 77.5 40 0 40.0 75.0 100.0 ,
( S nf 30.0 40.0 42.0 12.5 24.0 27.0 32.0 49.0 39.0 40.0 47.9 62.9 belom 807 11 MI 30.0 40 0 42 0 St.S 24.4 27.0 12.0 49.0 35 0 40.0 47.9 6(. S ebove 778 g3 9 24 at 30.0 40.0 S2.0 45 0 30.0 34.0 42.0 17.9 40 0 90 0 97.9 77.9 23
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- 20 M2 44.0 70.0 40.0 30.0 97.5 72.5 23
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- IJ mt 26.3 29.0 36 0 39.0 18.0 20.0 22 0 37.S 27.0 40.0 22.0 30.032 47.S9 40.0 17.9 4 Dove 832 20 = 38 mi 30.0 40.0 $4.0 90.0 27.0 30 0 34.0 99 0 I
C S N2 20.3 23.0 24.0 27.5 14.3 16.0 10.0 27.5 20.0 10 14.3 16.0 10.0 27.S 20.0 180025.0 29 0 32.5 32 5 l - 10 "2 20.3 23.0 26.0 27.9 40.0 21.0 24.0 26.0 42.5 32.0 24.0 11.0 49.0 belom 832 thove 811 13 = 20 M2 30.0 34.0 42 0 30.0 40.0 60.0 97.9 30.0 34.0 38.0 62.S 40.0 34.0 92 5 62 5 23 = 33 M2 39.0 27.0 20.0 30.0 37.5 27.0 29.0 36 0 32 1 10.0 20.0 22.0 32.5 18.0 20.0 22.0 35.0 27.0 36.0 20.0 26.030.040.0 37.9 ( l n2 S
- 15 Mt 27.0 29.0 36.0 50 0 g3 23 p2 30.0 30.0 46.0 49.0 24.0 27.0 30.0 47.5 70.0 40.0 40 0 60 0 72 9 below $1) 40.0 68.0 65.0 30 0 39.0 44.0 eDeve 791 23 - 33 m2 30.0 21.0 24.0 40.0 29.0 22 0 32 5 40.0 C S Mk 29.3 30.0 38.0 39.0 19.9 19.9 21 0 24.0 40.0 39.0 22 29 0 0 32 9 40 0 S = 19 al 29.3 30.0 30.0 39.0 26.3 30 0 34.0 52 9 30 0 45 0 95.0 .'. '.
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43.3 21.5 24.0 28 0 42.5 32 .0 26.0 37.9 47.5
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( S M2 19 0 23.0 26.0 37.5 45.0 S - 19 M2 19.0 23.0 26.0 37.9 11.3 17.0 14.0 27.5 17.0 28.0 42.5 15.0 21 0 20.0 35.0 23 0 36.0 S2.5 57.1 below 811 13 - 20 M2 20.3 30.0 34.0 47.S stove 791 23 33 M2 27.8 40.0 48.0 70.0 21.0 30.0 28.0 S0.0 32.0 S2.0 77.5 82 5 ( 1 M2 15.s 24 0 26 0 37 5 11 3 17.0 16.0 27.9 10.0 30.0 42 5 45.0 5 - 19 al 19.8 24.0 26.0 37.5 11.3 17.0 16.0 27.5 18.0 30.0 42.5 41.0 above 791 13 - 2J Md 21.s 33 0 34.0 92.5 16.5 24.0 22.0 40.0 29.0 40.0 60.0 65.0 23 - Il as 30.0 40 0 $0.0 79.0 22.5 33.0 32.0 19.0 34.0 S6.0 02.S 40.0 O -- 94E ang un ., . IDEV SY U/ : DATE hM CMECKED f/Vko DATE W ' " Q CALCMO g, s
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WF: 1.50 [N N
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( $ M2 14.0 22.5 15.0 24.0 35.0 37.5 S - 15 n2 13.5 20.0 22.0 32.9 9.5 14.0 13.5 19.0 14.0 30 0 20.0 32.0 47.5 S0.0 below 811 13 23 ng 17.3 27.0 30.0 42 5 70.0 75.0 above 791 23 - 33 M2 25.9 39.0 42.0 42.5 19.9 20.0 26.0 45.0 29.0 40.0 ( S n2 13.5 20.0 22.0 32.5 9.8 19.0 14.0 29.0 15.0 26.0 37.5 40.0 9.8 19.0 14.0 ~29.0 15.0 26.0 37.S 40.0
% = 19 n! 13.5 20.0 22.0 32.5 above 791 13 - Ja ng 19.5 30.0 32.0 47.5 15 0 21 0 20 0 39.0 22 0 36 0 52.9 97.5 80.0 23 - 33 4 27.0 40.0 40.0 67.S 21.0 30.0 28.0 S 0.0 31.0 S2.0 75.0 O _
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i I b %3P O veaciai BLDG: Auxiliary Building WF: 1.25 CASE: 5
# N-W 13 H-S
.u.a.es .e seau we0 nos Aus111ery ,
neetston esto ' MO* Su1141*9 ,,ff oy},,g g so, s set 2 'l bid ' ' Fre9uency puL11-m00t pattoa 1.25 Su11 ding , Elevatten State (ft) (ha) 12 8 10.0 20.0 22.9 9.9 12.0 12 0 20.0 14.0 16 0 22.9 27.5
* ' " 12 8 18.0 20 0 22.S 9.0 12 0 12.0 20.0 14.0 16.0 22.5 27.5 below W s = &J as 22.5 28.0 30.0 35.0 16.5 19.0 22.0 32 5 24.0 26.0 32 5 42.5 30.0 40.0 48.0 97.S 27.0 31.0 36.0 52.S 39.0 44.0 55.0 70.0 above 687, ,
11.3 13.0 14.0 22 5 16.0 10.0 29.0 30.0 0
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" * "# 19.5 24.0 26.0 30.0 14.3 17.0 18.0 27.S 21.0 22.0 30.0 37.S telou 853 5
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# N-W 11 U-S w.w4 .e e..e sue 0 a6u e a t,0 680ht?
Aust11ery asett Tt.m ,i M rs.7.As. Ann Jid_7 t s b/d 4 4 ift 8 gutiding 2 afn i Sie 1 Building FmeveMy ' suut?I Muot pac 708 1.90 Elevotten Range (ft) (ha) 0.3 10.0 10 0 17.5 12.0 14.0 20.0 22 5
. S . 11 3 19 0 16.0 20 0 10 0 10.0 17.5 12 0 14.0 20.0 22.9 3 -4J*s 11.3 19.0 16.0 20.0 8.3 16.0 10.0 27.S 20 0 22 0 27.5 60.0 35.0 telom 900 18.8 24.0 26.0 30.0 13.1 stove 867 8J- 4. v.
30.0 39.0 42.0 50.0 23.3 26.0 30.0 45 0 33 0 30.0 47.5
- 2) -Jt't 12 8 16 0 18.0 22 5 9.0 11 0 12.0 20.0 13 0 16.0 20 0 25.0 9.0 11 0 12.0 20.0 13.0 16.0 20.0 29.0 t s nt
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, below 887
- 1) - 28 nl 21 0 27.0 28.0 39 0 15 0 18.0 20 0 90.0 36.0 30.0 42.0 10.0 47.S
' above 874 30.0 40.0 46.0 99.0 27.0 29.0 ( 2J - A s **2 ( 5 Mt 18.0 20.0 22.5 9.0 12 0 12 0 20.0 15.0 16.0 22.5 27.9 5 - 13 M2 13 5 13.5 18.0 20.0 22.9 9.8 22.0 12 0 20.0 15.0 16.0 22.5 27.9
< below 874 13 - 21 MJ 26.3 30 0 32 0 37.5 .18.s 20.0 24.0 39.0 26 0 26.0 32.5 42.5 40.0 44.0 St.S 70.0 above 853 30.0 40.0 50.0 97.9 29.3 31 0 30.0 12.5 23 - 33 Md t
I St.S 21 0 22.0 25.0 12 0 14.0 16.0 22.5 17.0 10.0 25 0 30.0 4 9 Ml 21 0 22 0 25.0 12.0 14.0 16.0 22.5 17.0 18.0 25.0 30.0 S - 13 et 16.5 37.5 30.0 30.0 37.5 90 0 I l belom 853 13 - 2d Mt 29.3 34.0 42 5 21 0 23 0 I44.: s . 0, 60.0 40.0 50.0 60.0 n.S above 832 20 - 31 M, 30.0 40.0 S 36..00 69.0 30.0 39.0 j SF.S 4 S #2 21 0 26.0 28.0 32.5 15 19.8 0 17.0 17.0 20.0 20.0 30.0 22 0 24.0 30.0 22.0 24.0 30.0 30 0 37.5 below g32 S = 10 Mt 21 0 26.0 20.0 32.5 26.3 27.0 34.0 45.0 36 0 36.0 49.0 S7.5 13 - 20 MI 30 0 40.0 42.0 50.0 St.0 49.0 85.0 above 811 23 = 33 Mi 30 0 40.0 62.0 72.5 30.0 39.0 S0.0 67.5 40.0 30.0 39.0 36.0 42 5 22.S 23.0 20 0 40.0 31 0 32 0 37.9 90.0 s ( S M2 31.0 32.0 37.5 S0.0 i S - 19 M2 30.0 35.0 $6.0 42 5 22.5 23.0 28.0 40.0 30 0 38 0 92 5 40.0 42 0 50 0 65.0 belou 811 13 23 M2 30.0 40.0 48.3 SS.O 30.0 40.0 56.0 75.0 40.0 64.0 79.0 100.0 above 791 23 - 33 M2 30.0 40.0 70.3 89.0 30.0 { l 4 S M2 30.0 30.0 40 0 47.9 24.0 29 0 32.0 42 5 34.0 36.0 42 5 59.0 34.0 36 0 42.5 19.0 g S - 14 M1 30.0 38.0 40.0 47.S 24.8 29.3 32.0 42.5 40.0 46.0 15.0 75.0 2J "A 30.0 40 0 St.0 62.5 30.0 34.0 42.0 57.S ' 30.0 40 0 64.0 89.0 40.0 70.0 82 5 100.0 t above 791 g3 j 23 - 31 de 30.0 40.0 70.0 90.0 l - O fa 7 b)L c c. 5tygg 7, W L- % . Q... W cate w g, j$-
b W O kert cal ir ,,N-S BLDG: Auxil tary Building
/
WF1 1.00 N % CASE: 6 w E-W a6.. nest.f De au Lua0 ILes
**C0 i sicht?
Aust11ery ap ett fien Butiding w r w a.A W ts a 344 4 ,1 3/4 4 f 4 ott i sto 31 1 Frequency putil-n004 FACTOs 1 00 But1ging , Elevation (ft) W(har 10.0 92.5 30.0 40.0 98.0 85.0 40.0 60.0 82.5 100.0 belos 900 > 33 MZ 30 .0 40.0 above 887 40.0 80.0 100.0 30.0 40 0 46.0 92.5 40.0 74.0 90.0 100.0 gge,ggy > 33 M2 30 0 above 874 l. l: 40.0 30.0 100.0 30.0 40.0 60.0 95.0 40.0 30.0 95.0 100.0
> 33 M2 30.0 telow 874 4 above 853 40.0 50.0 100.0 30.0 40.0 78.0 100.0 40.0 80.0 100.0 103 0
> 33 M1 30.0 hlom 853 above 832
> 33 M2 h.0 40.0 80.0 100.0 30.0 40.0 80.0 100.0 40.0 80.0 100.0 100.0 telom 832 above 511 80 0 100 0 100.0 gegg,ggg > 33 M2 30.0 40.0 09 0 100.0 30.0 40.0 80 0 100.0 40.0 above 791 i
l
> 33 M2 30.0 40.0 00.0 100.0 30.0 40.0 e0.0 100.0 40.0 80.0 100.0 100.0 l get,,ygg i
l O s .. a 9 AGE a no . . CALC NO C
~
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'I I"? '
ltEv SV DATE CHECKED DATE I
-- c
b %3P a Vert ical a A-S h BLOG: Auxiliary Building
\
- MF: 1.25 CASE: 6 aLLidas.t Deau 6w40 (LSI Aust11ery esto 6tchte a**Lt?bh Su11 ding M a%.*.As.Asn ef f s g J/g a 3(4 2 ,1 JO d 4
)/= 1 J#t Sug1 ding frequenc7 < muL7 tan 00E FAC108 1.2S Elevat10n Gay (ft) (ha;
, , , 14.3 10 0 20.0 22 9 10.5 13 0 14.0 20 0 15 0 16.0 22.1 27 5 14.3 10.0 20.0 22.5 10.S 13.0 14.0 20.0 15.0 16.0 22.5 27.9 gg g , . g j .,,
22.S 28.0 30.0 35.0 16.5 19.0 22.0 32.5 24.0 26.0 32.5 42 5 above 887 A J - 4. e. 29.3 31.0 34.0 S2.9 40.0 42.0 52.5 67.9 y,.43.g 30.0 40.0 90.0 57.S
,,,g 15.0 20.0 22 0 25 0 11.3 14.0 14.0 22.5 17.0 18.0 25 0 30.0 O
g S. 0.0 .0 25.0 11.3 14.0 14.0 22.5 17.0 18.0 25.0 30.0 below 887 *
- 13 da 30.0 37.5 47.5 13 * # 8 "y . 32.0 34.0 40.0 10.8 21.0 24.0 35.0 27.0 above 874 30.0 40.0 54.0 62.5 30.0 34.0 42.0 St.S 40.0 48.0 57.5 75.0 2J - a s **2 c , ng 16.5 21.0 24.0 27.5 12 0 15.0 16.0 25.0 18.0 20.0 25.0 32.5 5
- 13 "; 14.5 21.0 24.0 27.5 12.0 15.0 16.0 29.0 18.0 20.0 25.0 32.5 6elow 874 g3 . gg pg . .0 36.0 45.0 20.3 23.0 26 0 40.0 29.0 34.0 42.S S2.5 above $$3 30.0 40.0 SC.0 67.5 30.0 36.0 44.0 62.9 40.0 12.0 62.5 40.0 23 - 38 Mg g , ng 18.0 24.0 26 0 32.5 14 5 16 0 18 0 27.9 20.0 22 0 30.0 37.5 18.8 24.0 26.0 32.S 14.3 16 0 10.0 27.5 20.0 22 0 30.0 37.S k W 853 S - 13 m2 .0 42.0 H.0 24.0 27.0 H.0 45 0 34.0 H.0 47.5 60.0 g3 . gg pg .0 above 832 20 - 33 mg 30.0 40.0 64.0 75.0 30.0 40 0 10.0 67.5 40.0 50.0 67.5 90.0 24.0 30.0 32.0 37.5 17.3 20.0 22.0 35.0 25.0 20.0 39.0 45.0 g S ut 45.0 S - 10 Mg 24.0 30.0 32 0 37.5 17.3 20.0 22.0 35.0 25.0 20.0 35.0 belcm 832 g3 g ng 30 0 40.0 40.0 40.0 28.5 31 0 30.0 52.S 40 0 46 0 55 0 72 5 8 g g g g3 33 gg 30.0 40.0 70.0 85.0 30.0 40.0 96.0 77.5 40.0 65.0 ??.S 100.0 g g nr 30.0 40.0 42.0 50.0 24.0 27.0 12.0 49.0 39.0 40 0 47.S 62.5 30.0 40.0 42.0 50.0 24.8 27.0 32.0 45.0 39.0 40.0 47.S 62.5 S - 15 M2 30.0 35.0 42.0 40.0 40.0 S20 62 5 80 0 below 811 13 - 20 m2 30.0 40.0 S6.0 67.S 30.0 40.0 30.0 99.0 30.0 40.0 64.0 07.5 40.0 74.0 85.0 100.0 Meve 791 23 - 33 pg g S as 30 0 40.0 46 0 15 0 20.9 30 0 30.0 50.0 39 0 44.0 50.0 47.5 40.0 44.0 SS.O 20.S 30.0 30.0 S0.0 39.0 44.0 10.0 67.5 above 191 g . gg ng 13 2J wg 30 0 30.0 40.0 40.0 72.5 30.0 39.0 40.0 65.0 40 0 St.0 67.1 87.5 [
f3 3 3 ,es 30.0 40.0 40.0 100.0 30.0 40.0 70.0 95.0 40.0 00.0 97.5 100.0 O 2-" #^OE JOS W .- ,- wa IN PELL O A -- m ~ ' ' ' / ~~ . IDEV DV DATE CMECKED DATE a
(e (1r O ; Vert Ical l BLDG 1 Auxiliary Butiding g ,,,N =S WF: 1.50 CASE: 6 s y E-W aLLQda .t' f 06 4p Lue0 (L8 8 Aus11tary 8400 H 0htf S e e LI T1.h Su11 ding JLJM. A8 ff effs 2 Sts 1 S42 2 'l BA d 4 his 1 Jtt 8u11 ding Fre9ueMy muL73=m006 FAC708 1.50 Elevation Be (ft) (h* 12 0 15.0 16 0 20.0 9.0 1C.0 12 0 17.S 13 0 14.0 17.S 22.5 e s . 13.0 14.0 17.5 22.S AJ N 12.0 15.0 16.0 20.0 9.0 10.0 12.0 17.5 below 900 3 - 14.8 24.0 24.0 30.0 13.5 16.0 to.O 27.5 20.0 22.0 27.5 19.0 above 887 8 J = d . e.. 15.0 34 .0 45.0 57.5 30.0 40.0 42.0 47.5 24.8 26.0 32.0 49.0
. 2s-J3'2 12.0 17.0 10.0 22.5 9.5 11 0 12 0 20 0 14.0 16 0 20.0 25.0 s s est 14.0 16.0 20.0 25.0
, = 1 s ... 12.s 17.0 18.0 22.5 9.0 11.0 12.0 20.0
( belou 887 27.0 28.0 15.0 15.8 18.0 23.0 30.0 23 0 26.0 32 5 40.0 above 874 IJ
- 2 s eel 21.0 27.8 29.0 36.0 $0.0 39.0 40.0 50.0 65.0 2J = A s eel 30.0 40.0 46.0 15.0 C 3 Mt 13.S 18 0 20.0 22.S 9.5 12 0 12 0 20.0 15.0 16 0 22.5 27.5 27.9 5
- IJ M' 13.5 10.0 20.0 22.5 9.8 12.0 12.0 20.0 19.0 16.0 22.5
< below 874 37.5 17.3 20.0 22 0 32.S 25.0 20.0 35.0 45.0 A J - 2 5 2 23 3 30.0 32.0 70.0 above 853 23 = 3s Mi 30.0 40.0 S0.0 57.5 29.3 31.0 30.0 S2.5 40.0 44.0 S2.5 4 s MA 15.8 20.0 22.0 27.5 12.0 14.0 16.0 22.1 17.0 15.0 25 0 30.0 15 8 20.0 22.0 27.5 12.0 14.0 16.0 22.5 17.0 18.0 29.0 30.0 plo,353 S = 13 m2 29.0 32.0 40 0 12 5 13 = 2e M2 27.0 14.0 34 0 42 5 20 3 23 0 26 0 17.5 above 832 40.0 94.0 65 0 30.0 35.0 44.0 40.0 40.0 50.0 60.0 77.5 20 = 31 M4 30.0 4 S M2 '20.3 25.0 26.0 32.9 15.0 17.0 20.0 27.5 27.5 21 0 21.0 24.0 30.0 37.5 24.0 30.0 37.9 S - 10 M2 20.3 25.0 24.0 32.5 19.0 17.0 20.0 hlow 832 30.0 40.0 42 0 92.S 24.8 27.0 32.0 45.0 34.0 40 0 47.9 62 5 above 811 13 - 20 M2 40.0 58.0 67.5 90.0 23 - 33 M2 30.0 40.0 62.0 75.0 30.0 40.0 40.0 67.5
( S M2 28.9 35.0 36 0 42 5 21.0 23 0 20.0 37.5 30.0 34.0 40.0 52 5 5 = 11 M2 28.S 35.0 34.0 42.5 21 0 23 0 28.0 17.5 30.0 34.0 40.0 S2.5 30.0 40.0 40.0 97.5 27.8 31.0 34.0 50.0 19.0 44.0 92.5 70.0 below 811 g3 20 M2 40.0 64.0 75.0 100.0 above 791 23 - 33 M2 30.0 40.0 70.0 05.0 30.0 40.0 S6.0 75.0
< S M2 30.0 19.0 40.0 47.S 24.8 25.0 32.0 42.5 34.0 18.0 42.5 57.5 5 - 1d M2 30.0 39.0 40.0 47.5 24.0 2S.O 32.0 42.S 34.0 30.0 42.9 9 F.S above 791 13 = 2a a4 30.0 40.0 S2.0 45 0 30 0 34 0 40.0 97.5 40.0 50.0 $7.S 77.9 30.0 40.0 7s.O 95.0 30.0 40.0 40.0 e1.0 4c.0 74.0 e7.5 100.0 23 = 33 a
GL JOS No c- w z :-
f i/ '7/. .* y{ gg CALCNO
*' - W ' ' - e fity av DA7E CHECMED DATE
~) Q
I
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Ver(/ \ BLDG: Fuel Buf1 ding # -S N WF: or-Service Water Intake 1.00 C[, Case: 1 v l-W acient f Otau 6ueo (Let Fue1 a p et t it,6 eac0 t ftchtv
,_fts gutiding g rusat Aan nos 1 bfd 4 4 Sto 1 J/4 4 som t Jl l Butiding If**We"CF i puttl-m006 FactOS 1.00 Elevetten Range (ft) (Mi .
below 918
> 33 M2 30.0 40.0 Sv.0 70 0 23 3 32 0 32 0 52 5 35 0 92.0 77.9 89.0 above 900
> 33 M2 30.0 40.0 98.0 40.0 26.3 37.0 36.0 40.0 39.0 60.0 47.5 97.5 t
I telom 900 ! above 860 3 33 M2 30.0 40.0 64 0 92 5 28 9 40 0 38.0 67.9 40 0 70.0 100.0 100.0 below 860 g-. above 841
) 33 MI 30.0 40.0 44.0 95.0 28.5 40 0 40.0 67.S 40.0 72.0 100 0 100.0 i
above $25 30.0 40.0 64.0 95 0 20.5 40.0 40.0 67.9 40.0 77.0 100.0 100.0 i
> 33 M2 above all 40.0 40.0 67.5 40.0 72.0 100.0 100.0 below SI: ) 33 M2 30.0 40.0 64 0, 95.0 28.9 l
j O
\ . : .* **M JOS NO e-~~
CALCseO
.11 is 'I h]C T/4N(e N~f~~ !
SY DA7E CMfCEED DA7f [mEv
k.d
- W O BLDG: Fuel Sutidina verva or Service Water Intake C # H-S MF: 1.25 l
Case: I w v t-w
- 6. . ua.-,
. 0. 0 w.0 16..
Fuel , tits apetito esto i st os.t v Su1181a0 w g. m Aan bit i 1 bid 4 t 34s 1 J14 2 Joe i l
, as nutti-n00f FAC10e 1.25 (ft) (h8 .
16.5 21.0 24.0 27.5 12.0 14.0 16 0 25 0 17.0 10.0 25.0 30.0
, , .:g 16.0 25.0 17.0 10.0 29.0 30.0
,.g,,,, 16.S 21.0 24.0 27.S 12.0 14.0 g 9;g 1**5 22 0 24 0 27.9 12 0 15 0 16.0 25 0 10.0 H.0 27.S H.S above 900 13
- 2 3 n2 20.3 29.0 32.0 42.5 15.0 20.0 20.0 32.5 22.0 30.0 45.0 10.0 g; . g, g g , ng 16.S 21.0 24.0 27.5 12.0 19 0 16.0 25.0 10.0 20.0 27.9 32 5 5 34 ; 4*d 25 9 2b4 27.5 t
12.0 15.0 10.0 !6 9 2ih? It.C !bt 27.1 32.1 f.S 10.0 22 0 30 0 31.0 be10m 90? 17.A 23 0 Jo.G As.G 12 6 16 0 ame e AJ = 25 n2 22.5 33 0 34.0 90.0 17.3 23 0 22 0 40 0 25.0 36.0 S2.5 60.0 3 3 ug 13.9 18.0 10.0 30.0 21 0 26.0 37.S 49.0 c , ,, g 18.8 26.0 30 0 37.5 45.0 , 18.8 24.0 30.0 37.S 13.5 10.0 10.0 30.0 21.0 26.0 37.5 g . g 3 ,,g below H0 19.S 20.0 30 0 42.S 14.3 20.0 23.0 12.5 22 0 30.0 45.0 50.0 l eSove 641 g3 . gg ,, g 0 - Il ng 26.3 39.0 44 0 42.5 19.S 28.0 24.0 49.0 30.0 46 .0 47.S 75.0 l g S ng 20.3 20.0 32 0 42 5 15 0 20.0 20.0 32.5 22 0 30 0 42 5 50.0 20.3 28.0 32.0 42.5 19.0 20.0 20.0 32.5 22.0 30.0 42 5 H.0 below 841 S - to at to - 20 N2 20.3 30.0 34 0 49.0 15.0 21.0 20 0 39 0 23.0 34.0 50.0 SS.0 70.0 abo'e 8M 23 - 33 Mg 24.3 39.0 44.0 62.S 19.S 24.0 24.0 47.S 30.0 48.0 79.0
< g m2 20.3 29.0 32 0 45.0 15.0 21 0 20.0 35 0 23.0 32.0 45.0 12.5 5 - 1g n2 20.3 29 0 32.0 49.0 19.0 21.0 20.0 35.0 23.0 32.0 45.0 52.5 g g3 13 - 20 m2 20.3 31.0 34.0 47.5 15 8 22 0 20.0 35 0 23.0 36.0 S2.5 57.5 above 811 20 - 33 s.2 27 9 40.0 44.0 67.5 21 0 30.0 20.0 50.0 32 0 50.0 F2 9 60 0
< S n2 20.3 30.0 34.0 45 0 15.0 21.0 20.0 35.0 23.0 14.0 10.0 99.0 g - 10 ret 20.3 30.0 34.0 49.0 15.0 21.0 20.0 35.0 23.0 34 .0 10.0 99.0 21.0 31.0 34.0 50.0 19.0 22 0 22.0 37.S 24.0 30.0 95.0 40.0 below 811 g3 . gg ng g3 33 ng 27.8 40.0 40.0 70.0 21 0 30.0 20.0 50.0 32 0 52.0 77.5 82.5
/
O r ' AGE Joe aeo g.. .
~
81EW SY DATE h)L CHECKED 2/ N O DATE W CALCNO b <7 08 b
/ *
\;v %sF Ver(ica BLOG: Fuel Building "
# N~S WF:
or Service Water Intake 1.50 I
/
b - Ca se! I v a6*.1das.t tau Lue0 stes
, eac0 i sr Om ,
ao pts ti,s. Guit.ing y g.g gg Ana ffi ett i i 844 8 1 1 oft i St. S his tu11 ding frequeMy < PULTI m00E pattCa 1.50 Ran Ele.ation (ft) (M , 14.3 18.0 20.. 22.5 10.9 12.0 12.0 20.0 15.0 14.0 20.0 25.0
' ' "# 14.3 13.0 20.3 22.5 10.5 12.0 12.0 2. 0 19.0 14.0 20.0 25.0
*
- I 8 Ha 19.0 20 0 25.. 10.S 13. 14.0 22 5 16.0 22 5 2 be..lom
. .. .a 918 ;;;;;;; 15.0 a .. n. u.0 n.S u. . i .. n .. x.0 n.0 ,16.0 6.0 n.S 4,7..,5 14.3 18.0 20.0 U.S 10.5 13 0 14 0 22.5 19.. 16.. 22.5 27.S
, , ,, g 15.0 16.0 22.S 27.9 O
r below 900
..... =
%
- IO " .
1**3 15.o 18.0 w.3 n.0 u.0 20.. 22.5 1,.. gg.c g4.0 4,.S 10.5 13.0 14.0 22.5 10.5 14.0 14 0 22.9 i,.0 n.. u.0 n.C n.0 16.. 18.0,
- n. 2.S.
30
.0 0 5,.0.S 16.S 23 0 24 0 32.5 12 0 16 0 16 0 27.5 10.. 22.0 32.5 37.S 4 , ,, g 16.5 26.. 32.5 12.0 16.. 16.. 32.S 37.5 S - " *2 ,23.0 u.. .S 1 2,,7.5 i.,0.0 22.0,6, 3 4,.S 0 65.0 i- = u.3 4.0 n.0 35.. 16..
..... u i u.3 35.. 40.. 55.. u.0 1 n.. n .. 42.5 v. 4 0 4.7.5 0
... ... a,6.. .. n.S 4,.S n.3 n.. u.. n.. u..
- u. n.. u.0 u. . u... 0 n. 1 .. .. a.. n.S 4,.S
,,.,.,,, n.3 n.0 4...n. n.. u.0 .. u.. 4,.S 41.9
.u.
1 i ..
- =,. >
s ,,.,0,,,, ,,, n.0 u. .0 .0. n.S nu..S. n.. n.0 42.5 n.. 20 6,.S 67.5 l i
, , , , , u.. u.. u.. . n.S n.S n.. n.0 .. o.0 a.0 40.0 45.0 u.0 .. u .. n.S n.S u.0 n .. .0 o.. 40.0 45.0 below 825 10.0 27.. 30.0 42. 13.S 19.0 18.0 32.5 21.. o.
- 3. 0 45.0 S00 gg _ g3 og 60.9 18.8 27.. 26 0 45.0 29.. 46.0 65.0 72.5 a.o.e 811 20 - 3 3 a2 25.5 38.0 42.0 4.. 13.S 19.. 18.. 30.0 2. 0 3..C 42.5 47.S g g n, 18.0 26.0, 30 0 47.5 18.0 26.0 30. 4 .0 13.5 19 10.0 30.0 2. 0 3. 0 42.S g . gg ,,g 1s.8 2e. 30.0 42.S 13.5 2. .0 10.0 32. 21.0 32.0 47.5 52.5 belom 811 13 - AJ ag 2S.S 39.0 42.. 62.5 19.S 20.. 26.0 49.5 n.0 48.0 M.0 75.0 23 - Il pg
/
O '"0I JOS NO (; 7. - -
.t. m 5/* IMRELL@
Wm. t" .- 81Ev SY DATE CMECRED 06TE a
be %2P N-S O 4
- BLOG: Fuel Building or Service Water In.
WF: 1.00 E-W l Ca se: 2 l l av.u ...e Oe.u 6 40 Len et O 1 G M' Su ding ffs > e* *Lf it.h gyg3Ai,,
,,. AM,,a a ... >
t Swilatas F r**weac7 < nutti-acos sacree t.oo tievet$oa soap (M (ft) , 3 33 n! 30.0 40.0 72.0 72.5 30.0 40.0 46.0 75.0 40.0 44 .0 47.9 02.5 below 918 above 900
> 33 M2 30.0 40.0 40.0 02.9 30.0 40.0 54.0 05.0 40.0 52.0 77.9 92.S above NO
> 33 M2 30.0 40 0 00.0 95 0 30.0 40.0 46.0 100.0 40.0 50.0 90.0 100.0 belo= 860 f)
- above 841
! > 33 n! 30.0 40.0 00.0 100.0 30.0 40.0 70.0 100.0 40.0 60.0 95.0 100.0 below 841 above 825 3 33 M2 30 0 40.0 00.0 100 0 30 0 40.0 70.0 100.0 40.0 6C.0 95.0 100 0 ateve 811 telow 811 > 33 M2 30.0 40.0 00.0 100.0 30.0 40.0 70.0 100.0 40.0 40.0 95.0 100.0 l I l I l I O
- -"- GE Joe No r . O CALC W Df( l'/ % [y. 0F, mEv av OATE CMECKED DATE
b W N-S O % BLOG: Fuel Building or Service Water Intak 'E-W M4F: 1.25 Case: 2 av.1das.t Be au Lua0 stes apets ti. esto i st Ont e guilding ag gp o , ._ t r i ud 2 1 Jtt t < sts 1 ott 2 su 1 l tuilding Fr###4"C1 ' muL78-m001 paCTOR 1.25 Ra Elevation (ft) (M g , cg 14 3 19.0 22 0 27.S 10.9 11 0 14.0 22 5 19.0 20.0 27.5 32 5 14.3 19.0 22.0 27.5 10.5 13.0 14 0 22.S 15.0 20.0 27.9 32.5 gg 93, , . g 3 n, 27.5 35 0 15.0 21 0 24.0 27.5 11.3 15.0 14 0 21.0 17.0 20 0 above 900 13
- 3 J "t 19.5 23.0 26 0 40.0 29.0 28.0 40.0 47.5 2J - As al 27.0 34.0 38.0 42.5
< , ng 15 0 20.0 22 0 27.S 11.3 14.0 14 0 25.0 14 0 20 0 27.5 32 5 O k b 900 eDove 860 g - ga n; AJ * #1 "2 23 - 3J Hi 15 0 17.3 30.0 20.0 23.0 40.0 22.0 27.5 11.1 14.0 26.0 10 0 12.s 16.0 40.0 90.0 23.3 20.0 14.0 29.0 16.0 16.0 27.5 19.0 30.0 50.0 35.0 20.0 22.0 32.0 27.5 32.5 30.0 35.0 47.S 57.5
< g ng 23 3 29.0 34.0 37.5 16.9 20.0 22.0 35.0 29.0 26.0 35.0 42.5 S - 12 m2 23.3 29.0 34.0 37.9 16.5 20.0 22.0 39.0 25.0 26.0 19.0 42.S kl> 860 13 - gg n2 28.5 34.0 40 0 42 5 20 3 24.0 26.G 40.0 30.0 26 0 40 0 47.5 ab'" W 20 - 3 3 ng 30.0 40.0 66.0 45.0 30.0 30.0 42.0 47.5 40.0 40.0 60 0 72.5
< g n2 27.0 33.0 30 0 42.5 19.5 23 0 26 0 40.0 29.0 20 0 40.0 47.5 27.0 33.0 30.0 42.5 19.5 23.0 26.0 40.0 29.0 26.0 40.0 47.5 below 841 5 - 10 m2 23.3 27.0 30.0 47.5 34.0 30.0 42.5 92.5 to - 20 n2 30 0 3e.0 46.0 49.0 above 825 30.0 40.0 48 0 69.0 10.0 39.0 44.0 70.0 40.0 40.0 40 0 75 0 20 - 33 ng
< S m2 29.3 39 0 42.0 42 9 21 0 25.0 26.0 42.S 31 0 20.0 42 9 50.0 29.3 39.0 42 0 42.9 21.0 25.0 26.0 42.5 31.0 28.0 42.9 S0.0 30 0 40.0 40.0 47.9 24.0 20.0 32.0 50.0 36.0 30.0 41.0 95.0 k W 825 5 - to h2 above 811 13 - 20 m2 30.0 40.0 46.0 72.S 40.0 42.0 65.0 77.5 20 - 33 m2 30.0 40.0 72 0 70.0
( 5 m2 30.0 30.0 46 0 45.0 23.1 27.0 30.0 47.5 34.0 10.0 42 9 52.5 g - 10 nr 30.0 34.0 46.0 49.0 23.3 27.0 30.0 47.9 34.0 30.0 42.5 S2.5 97.5 below 811 12-JJM2 30.0 40.0 S2 0 S00 26 3 30.0 34.0 52 5 39.0 12 0 47.1 30.0 40 0 70.0 72.5 30.0 40.0 90.0 00.0 40.0 44.0 67.S 82.9 23 - 31 nd O . PAGE jog peo , ., , , . . l - , - a wve IN PELI." lu . ( C_ REW SV DA7E C8*ECaED DA7E
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< $ n2 29.0 28.0 32.5 14.3 17.0 10.0 30.0 21.0 22.0 30.0 S - 1) e2 19.S 24.0 '35.0 42 5 below 86 13 = 2 d M2 24.0 29.0 34.0 35.0 17.3 20.0 22.0 35.0 29.0 36 .0 S25 69.0 above84{ 20 33 pg 30.0 40.0 S4 0 57.5 28.5 33.0 36.0 60.0 40.0 5 S M2 23 3 28 0 32 0 35.0 16 5 20.0 22 0 35 0 24.0 24.0 35 0 42.5 S = 10 n2 23.3 28.0 32 0 39.0 14.5 20 0 22.0 35.0 24.0 26 24.0 35.0 42.S 45.0 27.8 33 0 34.0 40.0 19.5 23 0 26.0 40.0 29.0 0 37.S pjo,g4g 40.0 36 .0 59.0 65.0 to - 20 M2 30.0 39.0 30.0 62.9 above 825 20 - 33 M2 30.0 40.0 60.0 S7.5 26.0 24.0 35.0 42.5
< $ Mt 24.0 30.0 16.0 37.5 18.0 18.0 21 21.0 0 22.0 22.0 37.9 37.S 26.0 24.0 35 0 42.5 37.5 24.0 26 0 42.9 31 0 26 0 40.0 47.5 9 - 19 M2 30.0 34.0 belo.e 825 30.0 35 0 42 0 42 5 21 0 24.0 30.0 36.0 40.0 65.0 40.0 30.0 $7.5 13 - 20 m2 70.0 above 811 20 - 33 m2 30.0 40.0 62 0 42.5 23 0 26.0 40 0 29.0 24.0 37.5 45.0 40 0 19.9
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,- a6cve 841 3 33 mg 30 0 40.0 80 0 100 0 30.0 40 0 70 0 100.0 40.0 60.0 95 0 100.0 belou 841 above 825 95.0 100.0 p 33 ng 30 0 40.u 40.0 100 0 34 0 40 0 70.0 100.0 40.0 60.0 telom 825 1 atove 811 i 30.0 40.0 40.0 10J.3 3%0 40.0 70 0 100.0 40.0 60.0 95.0 100 0 i belem 811 > 33 M2 I
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seC0 i GE0hte building Mua n ffs e 4 bed I 1 sit Bis 1 b!t 2 afw 1 l Building Fr*0dnCF < nug71-m00t 5 4C7H 1.1 s Elevation Range (ft) (#88 . 15 0 20.0 22.0 27.9 11 3 14.0 14.0 22.S 17.0 20.0 27.S 32.5 s s.2 3 - 13 se. 15.0 20.0 22.0 27.9 11 3 14.0 14.0 22.5 17.0 20.3 2F.S 32 9 gele,,ggg 25.0 35.0 12 - 2 > 'e2 16.S 22.0 24.0 30.3 12.0 ' 19.0 16.0 18 0 20.3 27.S above 900 27.4 34.0 30.0 42.5 14 9 23.0 2a.0 40.0 24.0 26.J 40.d 47.S 2J- as c2 t ( 5 M2 16.5 22.0 24.0 2F.S 12 0 19.0 16.0 25.0 18.0 20.0 27.S 32.5 16.5 22 0 24.0 27.5 12.0 15.0 16 0 25 0 18 0 20.0 27.5 32.5 hloir 500 5 - 10 n.' 1 J = 2 ') sit 10.8 24.0 26 0 30.1 13.5 16.0 18.3 27.5 20.0 22.0 30.0 37.S O ago,, gg 23 3A H2 30.0 40.0 90.0 Sd.J 29.9 29.0 32.0 90.0 37.0 32.0 47.S $7.S 24.0 30.0 34.0 17.5 17.3 21.0 22.0 15.0 29.0 26.3 39.0 42 5
< > n2 S = 1) P.2 24 0 30.0 34.d 37.5 17.3 21.0 22.0 35 0 25.0 26.0 39.0 42.5 gj o,, gg 33.0 19.5 23.0 26.0 40 0 24.0 28.3 40.0 47.5 13 - As n2 27.0 38.0 42.5 above 841 33 n2 30.0 40.0 66.0 el.0 33.0 34.0 44.0 67.5 40 0 40.0 60 0 72.1 20 C S M2 26.3 32 0 34.0 42.5 18.8 23.0 24.0 40.0 28.0 20 0 40.0 47.S 5 - 10 m2 26 3 32.0 34.0 42.9 18.8 23.0 24.0 40.0 2e.0 28.0 40.0 47.5 g),,, gag 37.0 44.0 47.5 22.5 26.0 as.O 45.0 33.0 30.0 42.5 9 2 .~ 5 above 825 to - 20 n2 30.0 3d.0 39.0 44.3 70.0 40.0 40 0 60.0 75.0 23 = 33 M2 39.0 40 0 64 0 65.0 C 9 M2 29.3 35.0 42.0 42.5 21 0 29.0 26.0 42.5 31.0 20.0 42 5 50 0 S - 1') M2 29 3 35.0 42.0 42.S 21.0 25.0 26.0 42 5 31.0 28.0 42.5 90.0 kloes 825 30.0 39.0 48.0 47.5 23.3 20.0 30 0 S0.0 35.0 30.0 45.0 55.0 above 811 13 = 20 m2 72.S 40.0 42.0 65 0 77.S 20 = 33 M2 30.0 40.0 72 0 73.3 30.0 40.0 46.0 5 S M2 30.0 37.0 44.0 47.9 22.5 26 0 28 0 49 0 33.0 30.0 42.5 S2.5 9 - RJ M2 30.c 37.d 44.0 47.5 22.5 26.0 20 0 45.0 33 0 30.0 42 5 12.5 belots $11 13 . Jd n2 30.0 40.0 S2 0 S0.3 26.3 30.0 34.0 12.5 39.0 32.0 47.S S7.5 78.0 72.5 30. e 40.0 50.0 80.0 40.0 44.0 67.5 er.9 23 31 M4 30.0 40 0 O JOB NO es '
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Ses 1 ett Ffttu'MF nugTI-nuGE FACTOR 1.90 8 gilding , 088 [levet10R N (ft) , 16.0 22.9 27.5 17.0 1s.0 22.5 9.0 12 0 12.0 20.0 14.0 s , e2 12.8 18.0 22.5 9.0 12.0 12 0 20.0 14.0 16.0 22.S 27.S 13 0 14.0 22.5 15.0 18.0 29.0 30 0 i 12.8 17.0 g j ,,, g g g , . g 3 n. 13 5 te.0 20.0 25.0 10.9 above 900 12
- 2 2 n2 23 3 29.0 34.0 S F.S 16.9 20 0 22.0 35 0 25.0 24 0 35 0 42 5 2J. 33 2 13 0 14.0 22 5 15.0 15.0 22.9 27.5 c , H2 14.3 14.0 20.0 25.0 10.9 10 9 13 0 14.0 22 5 15.0 18.0 22.5 27.5 5 . la n; 14.3 10.0 20.0 25.0 11.3 14.0 14.0 22.5 17.0 18.0 25.0 30.0 bel p 900 15.8 20 0 22 0 27.5 4 Dove 860 13
- 29 n2 23 - 3a H2 30 0 36 0 42.b 45.0 21 4 25.0 20.0 49 0 32.0 20.3 40.0 50 0 20.3 29 0 28.0 32.5 14.3 18 0 18.3 30.0 21 0 22.0 30.0 37.5 22 0 30 .0 37.5 c 5 ng 20.3 29 0 28.0 32.5 14.3 18 0 18.0 H.0 21.0 24.0 35.0 42.5 S .13 m2 35.0 16 9 20.0 22.0 39.0 24.0 belom 863 13 - 2g n2 23.3 28 0 34.0 S8.0 SF.S 30.0 33 0 38,0 60.0 40.0 36.0 $2.5 69.0 above 841 20 - Il ng 30 0 40 0 21.8 28.0 32 .0 35 3 15.0 10.0 20 0 32 5 24.0 24.0 35.0 42.5 c S m2 21.8 28.0 32.0 15 3 19.8 19.0 20.0 32 5 24 0 24.0 35.0 42 5 gyn,ggg S - 10 m2 27.0 32 0 38.0 40.3 18.0 23.0 24.0 40.0 28.0 26.0 37.5 45 0 above 825 10
- 20 m2 30.0 40.0 60.0 SF.S 30.0 39.0 30.0 62 9 40 0 30.0 55.0 65 0 20 - 33 n2 24.s 30.0 96 .0 37.5 21 0 22.0 37.5 26.0 24.0 35.0 42.55
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> 3 3 M2 30.0 40.0 98.0 00.0 26.3 37.0 36.0 60.0 39.0 60.0 87.9 97.5 above 860 1O . below 860 7 33 M2 30.0 40.0 64.0 92.5 20.5 40 0 30.0 67.5 40.0 70.0 100.0 100.0 above 84.
> 3 3 al 30.0 40.0 64 0 99 0 28.5 40.0 40.0 47 5 40.0 72.0 100.0 100 0 above 425 7 33 M2 30.0 40.0 64.0 99.0 20.5 40.0 40.0 67.5 40.0 72.0 100.0 100.0 above 811 below 811 > 31 MI 30.0 40.0 64.0 95 0 20.5 40 0 40 0 47.5 40.0 72 0 100 0 100 0 1
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}ls 1 Jft 4 Jfs i Su11 ding If*4W4"CF i m it.acDE faC108 1 25 Elevation Reage (ft) (#23 16.5 21.0 24.0 27.5 12 0 14.0 16.0 25.0 18.0 10.0 29.0 12.5 a s ert 15.0 25.0 32 5 5
- 1 8 "* I6*S 21 0 24.0 27.S 12 0 14.0 16.0 25.0 18.0 below 918 17.3 22.0 24.0 30.0 12.0 15.0 16.0 25.0 10.0 20.0 27.5 15.0 atove 900 1 J . 2 s ut 15.0 20.0 20.0 32.5 22.0 30.0 45 0 50.0 is - as el 20.3 29.0 32.0 42.5 c , M2 16.5 22.0 24.0 27.1 12.0 15.0 16.0 25.0 15.0 20.0 27.S 35.0 16.S 22 0 24 0 27.S 12 0 15.0 16.0 25 0 18 0 20.0.27.5 35.0 p9o,9g3 S . 10 n.'
17.3 23.0 26.0 32.S 12.8 16.0 16.0 27.5 19.0 22.0 30 0 37.5 O. above 860 !J . 29 og 23 - 3J "t 22 5 33 0 36.0 S0.0 17.3 24.0 22.0 40.0 26.0 30.0 S5.0 61.0 g s nt 10.8 26.0 30.0 37.5 14.3 19.0 14.0 30.0 21.0 28.0 37.S 45.0 14.3 19.0 18.0 30.0 21.0 20.0 37.S 45.0 5 - 13 e.2 18.8 26.0 30.0 37.5 42.5 Hlow 860 I'*S 20.0 30.0 42.5 14.3 20.0 20.0 32.5 22.0 30.0 90.0 above 841 13
- Id "I 44.0 70.0 75.0 20 - 35 mg 26.3 39.0 44.0 62.5 19.S 28.0 26 0 45 0 30.0
< $ m2 19.5 20.0 32.0 42.1 15.0 20.0 20.0 32.S 22.0 30.0 42.5 90.0 S
- 10 Mt 19.S 28.0 32.0 42.5 15 0 20.0 20.0 32.5 22 0 30.0 42.5 10.0 wjo,343 to - 20 m2 20.3 30.0 34.0 45.0 15.0 21.0 20.0 35.0 23.0 34.0 47.S 55.0 above 825 39.0 44.0 62.5 19.5 20.0 26.0 47.S 30.0 44.0 70.0 75.0 20 - 33 M2 26 3 4 S N2 20.3 29.0 32.0 45 0 19.0 21.0 20.0 39.0 23.0 32.0 45.0 12.9 5 - to M2 20.3 29.0 32 0 45 0 15 0 21.0 20.0 35 0 23.0 32 0 49.0 S2 5 below 825 34.0 47.S 19 0 22.0 20.0 35.0 23.0 14.0 50.0 57.9 above 811 13 - 23 M2 20.3 30.0 32.0 50.0 72.5 00.0 20 - 33 m2 27.8 40.0 46.0 67.5 21.0 30.0 20.0 50.0 4 S M2 20.3 30.0 34.0 45.0 15.0 21.0 20.0 35.0 23.0 34.0 47.5 55.0 20.3 30.0 34.0 15.0 21.0 20.0 39.0 23.0 34.0 47.S 55.0 1 = 10 n! 49.0 22.0 37.5 24.0 30.0 SS.0 60.0 below 811 13 2d Mt 21.0 31 0 34.0 50.0 15.0 22.0 27.8 40.0 40.0 70.0 21 0 30 0 28.0 S 0.0 32 0 52 0 77.5 82.5 23 - 33 nd O JOS NO - - #'Of
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eac0 t r s eu, M 1ging L,,1 Apag, p , 31. ! 944 2 1 bli & 4 ble 1 Jtt t Out1ging FreewenCF i puL71-m00t F AC70s 1 50 [levation 88 T (ft) (Mi 14 3 10.0 20.0 22.S 10.5 12.0 14.0 20.0 15.0 16.0 22.5 27.5
, . g 3 n, 14.3 10.0 20.0 22.S 10.5 12.0 14.0 20.0 15.0 16.0 22 5 27.5 gy, gyg I'** #0** I"* II** I'** ##*' I'** I'*' ##*' '
I'*0 above 900 I J - 3 J "I 10 0 25 0 28.0 #'.** 37 5 12.'0 10.0 18.0 30.0 20 0 26.0 37.5 42.'5 2J - 88 ** J g , ng 14.3 19.0 20.0 25.0 10.1 13.0 14.0 22.5 19.0 10.0 22.5 27.5 g . ga n; 14.3 19.0 20.0 25.0 10.5 13 0 14.0 22.5 19.0 10.0 22.5 27.9 gjg 93 15.0 20.0 22.0 27.5 10.9 14.0 14.0 22.5 16.0 18.0 25.0 32.5 000'e 860 g3 . gg og 12 0 47.5 52 5
. 23 - 3A Hg 20.3 29.0 32 0 49 0 15.0 21 0 20.0 35.0 23 0 16.S 23.0 26.0 32.9 12.0 16.0 16.0 27.5 10.0 24.0 32 5 37.S g , ng 12.S 37.5 5 . g 3 p.g it.S 23.0 26 0 32.5 12.0 16.0 16.0 27.5 18.0 24.0 bejow 86 *, 17.3 24.0 26.0 35.0 12.8 17.0 16.0 27.S 19.0 26.0 37.S 42.5 g3 . gs ng 42.5 27.0 42.0 60.0 67.5 above 841 0 - 33 mg 23.3 35.0 40.0 55 0 10.0 29 0 24.0 g g ny 17.3 25.0 28.0 19.0 12.0 17.0 18.0 30.0 19.0 26.0 37.5 42.S 17*3 25 0 24.0 39 0 12.8 17.0 18.0 30 0 19.0 26 0 37.5 42.5 g . 10 MJ g g g4g 10 - 20 Mt 18.0 26.0 30.0 40.0 13 5 19.0 10.0 30.0 20.0 30.0 42.5 47.5 abow' 825 20 - 33 mg 24.0 36 0 40.0 97.5 10.0 25 0 24.0 42 5 27.0 42.0 62.5 47.5 g g ng 18.0 26.0 20.0 37.5 13.S 18.0 10.0 30.0 20.0 28.0 40.0 49.0 26.0 28.0 37.5 13.5 1s.O la.0 30.0 20.0 2s.0 40.0 45.0 5 - 15 M2 1s.0 below 825 18.0 27.0 30.0 40.0 13.5 19.0 10.0 32.5 21.0 30.0 45.0 50.0 above 811 10 - 20 M2 38.0 42 0 60 0 18.8 27.0 26 0 45 0 29 0 46 0 49 0 72 5 gg . 33 m2 25.5 19.0 26.0 30.0 40.0 13.S 19.0 19.0 30.0 20.0 30.0 42.5 47.S c $ n2 10.0 30.0 20.0 30.0 42.5 47.S S - ng ng 10.0 26.0 30.0 40.0 13.S 19.0 10.0 28.0 30.0 42.5 13.5 20.0 1A.0 32.5 21.0 32.0 47.5 52.5 below 811 13 - 2g MJ 48.0 70.0 75.0 23-31 g 25.9 39.0 42 0 62.5 19.S 20.0 26 0 45.0 29.0 O
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) 33 M2 belos 900 I
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) 33 M2 30.0 40.0 80.0 100.0 30.0 40.0 40.0 100.0 40.0 40.0 100.0 100.0 above 841 30.0 40.0 80.0 100.0 30.0 40.0 00.0 100.0 40.0 40.0 100.0 100.0 3 33 ,g telow 841 above 825 30.0 40.0 40.0 100.0 30.0 40.0 80.0 100.0 40.0 00.0 100.0 100.0 3 38 M2 below B25 above 811 30.0 40.0 40.0 100.0 30.0 40.0 so.0 100.0 40.0 s0.0 100.0 100.0
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Sw11 ding I f*4W"C F i pygg g.pcet Fac t0e 1.25 [levation kan (ft) (M 14.3 19.0 22.0 25 0 10.5 13.0 14.0 22.5 19.0 19.0 29.0 30.0 g , ..g 14 19.0 22.0 25.0 10.5 13.0 14.0 22.5 15.0 18.0 29.0 3 0. 'J h 918 1
- 18' 24.0 27.5 11.3 19.0 14.0 25.0 17.0 20.0 27.5 32.5 g 3 . g 3 ,,'*g 15.8 21.0 55.0 above 900 24.S 36.0 40.0 47.5 21 0 25 0 20.0 42 5 30.0 34.0 45.0 2J . 38 ** 2 g , ng 15.0 20.0 22 0 27.5 11.3 14.0 14.0 25.0 16 0 20.0 27.5 32.5 15 0 20.0 22.0 27.5 11 3 14.0 14.0 29.0 16.0 20.0 27.5 32.5 b
V W 900 above NO S - IJ "; 13
- Ji 2 17.3 23.0 26.0 32.5 48.'O 12.8 25.9 16.0 30.0 16.0 34.0 27.5 19.0 22.0 30.0 '37.5 92.9 37.0 44.0 59.0 70.0 23 - 3A Hi 30.0 40.0 60.0 g , ng 24.0 31.0 34.0 40.0 17.3 21.0 22.0 39.0 25.0 20.0 17.S 47.9 g . g 3 ,,3 24 0 31 0 34.0 40 0 17 3 21 0 22 0 35 0 25.0 28.0 37.5 47 5 g) ,g7 7. 4 . 4 .S 1.0 S. O. 4 .S 10 34.0 42.5 95.0 33 . gg ng .
a6ove 841 g . 3 3 ng 30.0 40.0 60.0 40.0 30.0 40.0 50.0 72.5 40.0 62 0 75.0 97.5 g g ng 27.8 39.0 34.0 49.0 20.3 24.0 26.0 40.0 30.0 32.0 42.5 92.5 S . 10 mg 27.0 H.0 30.0 45.0 20.3 24.0 26.0 40.0 30.0 32.0 42.S S2.1 below 841 go . 20 M2 30.0 40.0 46.0 52.9 29.S 29.0 34.0 50.0 37.0 30.0 90.0 62.5 g,,, g3 23 33 ng 30.0 40.0 70 0 09 0 30 0 40.0 S4.0 75 0 40.0 44.0 79.0 100.0 g S n2 30 0 30.0 42 0 90.0 22.5 26.0 30.0 45.0 32.0 36.0 45.0 57.9 30.0 30.0 42 0 90.0 22 5 26.0 30.0 45.0 32 0 36.0 49 0 97.9 g g3 S . 15 m2 40.0 57.9 27.0 31.0 36.0 92.9 39.0 42.0 52.S 67.S gg . 20 p2 30.0 40.0 80.0 100.0 go,, ggg 30.0 40 0 74.0 47.9 30.0 40.0 96.0 77.5 40.0 64.0 20 33 m2 30.0 40.0 46.0 92.5 29.5 29.0 34.0 S0.0 37.0 38.0 10.0 42.1
< S n2 S2.9 25.S 29.0 34.0 50.0 17.0 30.0 50.0 62.5 1 g . Eg Mt 10.0 40.0 46.0 75.0 30.0 40.0 4.0 42.5 30.0 34.0 40 ?.S 40.0 4R.0 beIom 811 13, ..
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b %F Q Vegical BLDG: Fuel Butiding or Service Water In. MF: 1.50 q Case: 5 11 N-W ii-S aciott.( Otau Lua0 1688 Fuel ' eaCD i C,80ht? ffs appttfo IWildin9 wtsuj.y o 344 2 1 b/d 4 i 2 als 1 Ale 1 Jtt Sutiting IF'9W'"CY < pvL71-m00E faC70e 1.50 84R ilevetton (ft) (M 11.3 16.0 14.0 22.S e.3 11.0 12.0 17.5 13.0 16.0 22.5 25.C
' # 11 3 16.0 18.0 22.S 4.3 11 0 12.0 17 5 13 0 16.0 22 5 25.0 belom 918 1
- 1 3 "+ 12.3 18.0 20.0 25.0 9.0 12.0 12.0 20.0 14.0 16.0 22.S 27.5 above 900 13
- 3 '[g 24.0 30.0 34.0 40.0 17.3 21 0 22.0 35 0 26.0 28.0 37.5 47.5 12.0 17.0 18.0 22.5 9.0 12.0 12.0 20.0 14.0 16.0 22.5 27.5 O # 'N 12 8 17.0 10.0 22.S 9.0 12 0 12 0 20 0 14.0 16 0 22 9 27.S belo= 900 5
- 10 "* 14.3 26.0 22.0 27.5 10.9 14.0 14.0 22.5 16.0 10.0 25.0 30.0 above 860 j'l 29.3 3e.0 42 0 50.0 21 5 26 0 28.0 45.0 32.0 38.0 47.5 60.0 19.5 26.0 28.0 35.0 14.3 10.0 20.0 30.0 21.0 24.0 32.5 40.0
' ' "# 19.9 26.0 28.0 35.0 14.3 10.0 20.0 30.0 21.0 24.0 32.5 40.0 below 860 S
- A 3 "I 24.8 31.0 34.0 40.0 18.0 21.0 24.0 35.0 26.0 28.0 37.5 47.5 above 841
* "I 30 0 40 0 50.0 70.0 30.0 37 0 44.0 42.S 40 0 54.0 45.0 45 0 t S M2 23.3 30.0 32.0 37.S 17.3 20.0 22.0 39.0 25.0 20.0 35.0 45.0 45.0 23 3 30.0 32 0 37.5 17.3 20 0 22 0 15.0 29.0 20.0 35.0 i
i below 841 S - 10 Mt 29.3 34.0 40.0 49.0 21.8 25.0 20.0 42.5 31.0 34.0 42.5 55.0 above 825 30.0 40.0 62 0 72 5 30.0 39.0 40.0 45 0 40.0 54.0 67.9 a7.5 i
^
25.S 32.0 34.0 42.S 18.8 22.0 24.0 37.5 27.0 30.0 40.0 90.0 I 8 "I 29.9 32 0 36.0 42.S 10.8 22.0 24.0 37.5 27.0 30.0 40.0 50.0 below 825 8
- I' "# 30.0 39.0 42.0 47.9 23.3 26 0 30.0 45.0 34.0 36.0 45.0 57.5 above 811 [ 30.0 40.0 64.0 75.0 30.0 40.0 40.0 67.5 40.0 St.0 70.0 90.0 29.3 34.0 40.0 45.0 21.8 25.0 28.0 42.5 31.0 34.0 42.5 95.0 g , ,g 21.8 25.0 28.0 42 5 31 0 34.0 42.5 55.0 g ,g, ,g 29.3 36.0 40.0 45.0 H.0 40.0 46.0 M.0 27.0 29.0 34.0 50.0 30.0 40.0 S0.0 65.0 below 811 13 - 2d ni 30.0 40.0 70 0 81.0 30.J 40.0 56.0 75.0 40.0 64.0 75.0 100.0 23 - El M4 l
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Fuel as ett vi, JaC0 4 Et 0M ' Butiding 3. m L Aan agestes w 3g, i so, s set a r TTt a l 1 Fr*Geency putt:-=00s racice 1 00 Butissag ,
,levation Reaf j (ft) (Mi .
i 3 33 ng 30.0 40.0 72.0 8 7.$ 30.0 40.0 54.0 77.5 40.0 64.0 80.0 100.0 kl e 918 above 900 30.0 40.0 80.0 100.0 30.0 40.0 42.0 90.0 40 0 14.0 97.9 100 0
) 33 M2 belom 900 above 860 l
33 0 40.0 90.0 100.0 30.0 40.0 80.0 100.0 40.0 80.0 100.0 100.0 3 33 m2 i belom 860 above 841
> 3 3 h1 30.0 40 0 80.0 100.0 30.0 40.0 80.0 100.0 4C.0 80.0 100.0 100.0 above 825 a al M2 30.0 40.0 00.0 100.0 30.0 40.0 e3.0 100.0 40.0 00.0 100.0 100.0 belom 825 l above $11 1 below 811 > 33 M2 30.0 40.0 80.0 100.0 30.0 40.0 80.0 100.G 40 0 80.0 100.0 100.0 O
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* * & # H. 15 0 20.0 22 0 25 0 11.3 14.0 14.0 22.5 16.0 18.0 25.0 30.0 beloie 918 16.5 21.0 24.0 27.5 12.0 15.0 16.0 25.0 10.0 20.0 27.5 32.5 above 300 g3 2 3 .. 30 0 34.0 49.0 55 0 2J- 5 8 v'2 26.5 34.0 44.0 47.5 21.0 25 0 20.0 42.5 c , n2 16.S 21.0 24.0 27.S 12.0 15.0 16.0 25.0 AP.0 20.0 27.5 32.5 16.5 21 0 24.0 27 5 12 0 15 0 16 0 25 0 18.0 20 0 27.5 32.5 O -
k1h 900 above NO I
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13 = 21 a*2 23 - 3J Hi 18.0 30 0 24.0 26.0 32.5 13.5 17.0 10.0 40.0 S0 0 57.S 27.0 31 0 36 0 27.5 S2.5 20.0 22.0 30.0 40.0 42 0 S2.5 37.5 67.S g g ng 24.4 31.0 34.0 40.0 10.0 21.0 24.0 39.0 26.0 20.0 37.S 47.5 , g . t j p.2 24.8 31 0 34.0 40.0 10.0 21 0 24.0 35.0 26.0 28.0 37.S 47.5 HI SP 24.5 36.0 40.0 47.5 21.0 2S.0 20.0 42.5 30.0 34.0 45.0 55.0 abo M 13 - 2 d n2 20 - 3 5 mg 30.0 40 0 60 0 40.0 30.0 40 0 $2 0 72.5 40 0 40 0 72 5 92.$ C S m2 27.0 35.0 30.0 45.0 19.5 24.0 26.0 40.0 29.0 32.0 42.5 S5.0 S - 10 nt 27.0 35.0 30.0 45.0 19.5 24.0 26.0 40.0 29.0 32.0 42.S 95.0 wy n,, ga g 35.0 40.0 50.0 65.0 i 10 - 20 m2 30.0 40.0 46.0 55.0 24.8 20.0 32.0 47.5 ano'e 825 40.0 70 0 45.0 30.0 40.0 14.0 TS.O 40.0 64.0 75.0 100.0 23 - 33 M2 30.0 g S m2 30.0 34.0 42.0 S0.0 22.S 26.0 30.0 45.0 32 0 14.0 45.0 57'.S 3 15 n2 30 0 30 0 42 0 53.0 22.S 26 0 30.0 45 0 32 0 36.0 45 0 57.5 him 825 g3 20 m2 30.0 40.0 40.0 S 7.5 27.0 30.0 36.0 12.S 30.0 44.0 52.9 67.5 aWye 811 30.0 40.0 $6.0 77 5 40.0 46.0 80.0 100.0 20 - 33 s.2 30 0 40.0 74.0 87.5 g S n2 30.0 40.0 46.0 SS.O 24.8 28.0 32.0 47.5 35.0 40.0 10.0 65.0 S . 10 n2 30 0 40 0 46.0 SS.O 24.8 20.0 32.0 47.5 19.0 40.0 S0.0 65.0 below 811 13 - 2J ng 30.0 40.0 S4.0 62.9 30.0 34.0 40.0 97.5 40.0 48.0 57.5 75.0 23 33 ng 30.0 40 0 80.0 95.0 30 0 40 0 64.0 87.S 40.0 74.0 es.O 103.0 O -
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w E-W aktiest.t Stau Lwa0 8458 e,pog y,,. eaC0 1 Etcht? Sw11 ding ypggguan ._ r r s i ble 1 842 2 1 bid a l 4 bis 1 Jet IPeeventy myLit.n0DE F AC70s 1.Sc Swilding , Elevatten Rany i (ft) (h2 7 . 16.0 18.0 22.5 9.0 11.0 12.0 20.0 14.0 14.0 20.0 25.0 s ,es 12.8 14.0 14.0 20.0 25.0 12 8 16.0 10.0 22.5 9.0 18.0 12.0 20.0 wyo,ggg , - 1 3 n. 13.5 10.0 20.0 25.0 9.0 13.0 12.0 20.0 15.0 16 0 22.S 27.S above 900 12 - 2s n2 34.0 17.3 21 0 22.0 35.0 26.0 20.0 37.5 47.S 2J - As n2 24.0 30.0 40.0
< s n2 14.3 18.0 20.0 22.5 10.5 13.0 14.0 20.0 15.0 16.0 22.5 27.9 14.3 18.0 20.0 22.5 10.S 13.0 14 0 20.0 15 0 16 0 22.5 27.9 g - to n; 17.0 18.0 25.0 30.0 I belos 900 AJ*20 l 20.0 22.0 27.S 11.3 14.0 14.0 22.5 34.0 36.0 45 0 S75 above 860 23 - 33 of 30 0 39 0 42 0 90 0 23 3 27.0 30 0 45 0 15'.s 20.3 26.0 20.0 39.0 15.0 10.0 20.0 30.0 22.0 24.0 32.5 4N f C e n2 22.0 24.0 H.S e t, i, klow 860 9 - 13 e.2 20.3 24.0 2s.0 35 0 15 0 1s.0 20.0 30.0 18.0 21.0 24.0 35.0 26.0 30.0 37.5 47.)
l l 13 - 24 n2 24.0 31.0 34.0 40.0 62.5 40.0 S0.0 62.5 82.5 ! above 841 30 0 40 0 60 0 67 5 30.0 37.0 46.0 to - 33 ni 4 S n2 22.5 29.0 32.0 37.5 16.9 20.0 22.0 15.0 24.0 20.0 37.9 45.0 24.0 20 0 37.9 49.0 S - 10 ni 22.9 29.0 32 0 37 5 16 5 20 0 22 0 35 0 95.0 p],, gg to - 20 n2 20.9 36.0 38.0 47.S 21.0 24.0 28.0 40.0 30.0 34.0 42.9 6bove 825 20 - 33 n2 30.0 40.0 62 0 72.S 30.0 39.0 44.0 65.0 40 0 56 0 67.5 87.5 24.0 37.S 27.0 30.0 40.0 90.'0 C S n! 25.5 32.0 36.0 42.5 18.8 22.0 27.0 30.0 40.0 50.0 29.5 32 0 36.0 42.5 18.8 22.0 24.0 37.5 9 - 19 n2 33.0 36.0 49.0 60.0 below 825 13 - is n2 30.0 30.0 42.0 S0.0 22.5 26.0 10.0 45.0 30 0 40.0 64.0 79 0 30 0 40 0 48 0 67.S above 811 40.0 St.0 70.0 90.0 20 - 33 n2 4 S m2 20.S 36.0 30.0 47.5 21.0 24.0 20.0 40.0 30.0 34.0 42.5 55.0 24.5 36.0 30.0 47.5 21.0 24.0 28.0 40.0 30.0 34.0 42.5 55.0 5 - le n2 38.0 40.0 90.0 69.0 below 811 13 - 2J M4 30.0 40.0 46.0 59.0 27.0 29.0 34.0 50.0 30.0 40 0 70.0 85.0 30.0 40.0 S6.0 75.0 40.0 64.0 75.0 100.0 23 - 31 nt O JOS No - , . . - GE 6 J*- '/ '- b) L f/V[$6 p h CAC NO ,, Afv av DATE CHECKED 'OATE ')I ( - r - .- W0*
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Case: 1 t-a av.gean.f Stav Luau (Ed8 . Safeguard aset t te.a, e (0 crone, Suild teg er -at aas tri 2 5 s 1.~ t t are t si, s soi 31 1 Suilding IM0d"4 < putts.p0pt Fatt0e 1 00 San e Elevation . (ft) (h8
> 33 al 27.8 40.0 46.0 65.0 20.3 29.0 28.0 47.S 31.0 4e.0 70.0 77.S belo= 857 above 874 n 4.8 . 4 . 60.0 10.0 27.0 26.0 41.0 20.0 44.0 65 0 72 5 belos 874 stove $53
> 33 M2 27.8 40.0 46.0 67.5 21.0 30.0 28.0 50.0 31.0 S0.0 72.9 80.0
,$3 stove 832
> 33 h2 30.0 40.0 S2 0 77.5 23 3 34 0 32 0 55.0 35 0 58 0 85.0 92.S gg stove 511
> 33 n2 30.0 40.0 $2.0 77.9 23.3 14.0 32.0 95.0 35.0 60.0 87.9 92.5 g3g above 791 30 0 40.0 60.0 90.0 27.0 39.0 36 0 62.S 40.0 64.0 100.0 100.0 O., above 786
) 33 n2
) 33 e42 30.0 40.0 40.0 90.0 27.0 39.0 36.0 42.9 40.0 60.0 100.0 100.0 g
above 774 belem 774 > 33 n2 30.0 40.0 60.0 90.0 27.0 39.0 36.0 62.5 40.0 64.0 100.0 100.0 I i i
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'*3 "' 14.3 20.4, 22.0 27.5 10.S 14.0 14.0 22.5 15.0 20.0 30.0 47.5 below 897 16.S 25 0 28 0 43 0 12 0 10.0 16 0 30 0 14 0 30 0 42 5 46cie 874 I f
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15 0 22 0 24.0 35 0 11 3 16 0 14.0 25 0 13.5 20.0 22.0 27.5 10.5 14.0 14.0 22 5 15.0 20.0 30.0 35.0 14.0 22 5 15.0 20.0 30.0 35.0
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14.3 20.0 22.0 30.0 19.0 10.0 30.0 20.0 32.0 45.0 90.0 above 832 17.3 26.0 25.0 42 5 12.s 23 - H HA { 15.8 23.0 26.0 35.0 12.0 16.0 16.0 27.5 10.0 26.0 37.5 42.5 18 0 26 0 37.5 42.5
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,.g,..f 14.8 29.0 32.0 47.S 14.3 21.0 20.0 35.0 22.0 34.0 $2.5 SF.S 40.0 50.0 72.S 22.5 33.0 30.0 S2.5 34.0 $6.0 s2.5 e r.9 _
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11 3 16.0 10.0 20.0 8.3 11 0 10.0 17.5 13.0 14.0 20.0 25.0 below 897 I 12.0 17.0 18.0 29.0 9.0 12.0 12.0 20.0 13.0 18.0 25.0 30.0 above 874 * #j ' ' ,
- 14.3 22.0 24.0 35.0 10.S 15.0 14.0 25.0 16.0 26.0 37.5 40 0
* ' "# 10.S IS.O 16.0 20.0 8.3 10.0 10.0 17.9 12.0 14.0 20.0 25.0 10.5 15.0 16 0 20.0 83 10 0 10.0 17.5 12 0 14.0 20 0 25.0 below 874 above 853 g) . f []
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O . A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN C CONDUIT (Two Inch and Under) AT COMANCHE PEAK STEAM ELECTRIC STATION Part IV---Support Rework Options Prepared for: Texas Utilities Generating Company P.O. Box 1002
, Glen Rose. Texas 76043 O
Prepared by: Impe11 Corporation 350 Lennon Lane Walnut Creek, CA 94598 i ! Revision 5 l l l_ August 18, 1986 l l ! O
IIV(P_tLL WF TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN CONDUIT 'C'
* (Two Inch and Under) Part IV--Support Rework Options
$ NUMBER: PI-0210-053-001 REVISION: 5 PAGE 2 OF 16 TABLE OF CONTENTS Pa rt IV -- Procedures for Support Rework Options Page INTRODUCTION 3 9.0 REWORX OPTION 1 - Structural Modification 3 9.1 Typical Support Modifications 3 9.2 Unique Support Modifications 4 ;
9.3 Criteria 4 9.3.1 Modifications Criteria 4 9.3.2 General Design Criteria 5 i 10.0 REWORK OPTION 2 -- Seismic Restraint Cable 8 11.0 REWORK OPTION 3 -- Reroute Conduit 8 12.0 TRANSMITTAL OF SUPPORT REWORK OPTIONS 9 13.0 FIELD REVISIONS 9 14.0 AS BUILT VERIFICATION 9 15.0 FILE CLOSE OUT 10 l l 1 1 0
% Q$
TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (TWo Inch and Under) Part IV--Support Rework Options O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 3 OF 16 INTRODUCTION Supports which fail the screening processes in Part III, will be qualified through modification or by providing some means of restraint to protect safety-related components. There are three options to be considered for the resolution of non-qualified supports: Structural Modification i Seismic Restraint (Cable)
! Reroute Conduit.
i j Non-qualifying supports will be identified and a record will b3 transmitted to Impell's " Modification Group" by means of a Project Memorandum. The memorandum will list all supports being transmitted with copies of the detailed support sketches and load calculations perfomed under the engineering evaluation effort. The memorandum will include the suggested rework option. The field support engineer will i ', select the rework option based upon the most economic way of providing the restraint requirements. Figure 9.1 shows the form to be used. Q l If the specified " Rework Options" need to be revised, the memorandum (Figure 9.1) shall be reissued with the new infomation and a note stating "This memorandum supersedes the one issued on (date)." For supports requiring modification and for which no evaluation was performed, the field engineer will develop an as-built detail of it as part of an RFI (Reference 9) and include it in the package. Requests for field information should be made with a " Request for Information" form (RFI). 9.0 REWORK OPTION 1--Structural Modification l Support modification is normally the first option evaluated because it requires the least amount of work. This section provides the elgineer with guidelines to develop the modifications. The sugport modifications I can be developed using " Typical Support Modifications or " Unique Support Modi fications. " 9.1 Typical Support Modifications i i A set of typical support modifications have been developed which l were based on the results of the " Sample Set Evaluation" of approximately 2414 supports. The typical modifications cover the reinforcement of the support's critical components. O
wtJrPtLL** CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C'
' (Two Inch and Under) Part IV--Support Rework Options NUMBER: PI-0210-053-001 REVISION: 5 PAGE 4 OF 16 9.2 Unique Support Modifications Supports which cannot be resolved by typical modifications will be modified accordingly on a case-by-case basis using the criteria described below.
9.3 Criteria Specific design criteria and documentation requirements are given here. They serve as a guide to the project engineering staff in the preparation and development of non-safety-related (Train C) conduit support designs. This instruction covers both new and modified (Train "C") conduit support designs, as deemed necessary by the screening pr,ocedure, described in Part III " Engineering Evaluation Procedures. 9.3.1 Modification Criteria 9.3.1.1 Support Load Calculation p" Support loads are developed by Impe11's Evaluation Group and are to be transmitted to the Modification Group for i modifications or new designs.
- 9. 3.1. 2 Acceptance Procedure
! Before any support modification, or a newly designed support l 1s approved and issued for construction, the proposed fix shall be sent to the Evaluation Group for their approval. This is to ensure that the proposed fix will not have any adverse effect on the remaining supports in the conduit system. Any modification to an existing support may increase the support's stiffness and, therefore, cause redistribution of loads within the conduit system. This may cause failure of some supports which were originally qualified by the initial evaluation. The evaluation group shall review all proposed fixes to ensure that all supports within each system are qualified. Figure 12.2 shows the form to be used. 9.3.1.3 Stress and Load Limits (Allowables) Allowable member stresses for both hot-rolled and cold-fonned steel members are defined in Ref. 3 Part I, Sections 4.3.1 and 4.3.2. l l
a TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and under) Part IV--Support Rework Options NUMBER: PI-0210-053-001 REVISION: 5 PAGE 5 OF 16 The allowable loads for catalog items such as Unistrut bolts / nuts and conduit clamps are defined in Ref. 3, Part I, Sections 4.3.3 and 4.3.4. Concrete fasteners are designed per Section 9.3.2.6.
- 9. 3.1.4 Special Design Limits -
The displacement of the Conduit Support during the postulated SSE event shall be limited to prevent impact with the nearby safety and nonsafety-related equipments. The calculated SSE displacements shall be less than the gap between the conduit support and nearby equipments. 9.3.1.5 Material Selection All hot-rolled structural shapes and plates shall be ASTM A36 or equal unless otherwise specified. I. All steel bolts, nuts, and washers shall conform to the O r auir ats or ta ^1sc a au i or st i coastructiaa (8th Edition) and shall be ASTM A-325 or A-307 Gr. 8 bolts unless otherwise specified. Welding material shall be E70 Electrode. lk All Unistrut members and components shall conform to the , specification of Unistrut Catalog No.10R Reference 3. ; 9 3.2 General Design Criteria
- 9. 3. 2.1 Location Tolerances q .
i New supports shall be installed as close as possible to the proposed location. The relocation tolerance for Rework Option A ' 1 is + 6", and Rework Option 2 has a tolerance of + 6" for l2 l the veritical and transverse directions and + 12" Tor longitudinal di:ection. In the event that tEese tolerances cannot be maintained, the Evaluation Group shall be informed and a new location shall be approved by the Evaluation Group. i 9.3.2.2 Attachment to Safety-Related Components and Supports l Train C supports are non-safety-related supports. Therefore, avoid attaching Train C supports to safety-related components or supports, such as safety-related conduit supports (Train A and B), safety-related cable tray supports, and safety-related pipe supports.
[% dad r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT 1 (1ho Inch and Under) Part IV--Support Rework Options O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 6 OF 16 i
After exhausting all other possibilities, a Train C conduit . support may be attached to a safety-related component or support after Project Engineer approval is obtained. The i Project Engineer is responsible for the coordination and transfer of information concerning type of attachment, its , location, magnitude of its loads and other related information
- to TUGCo Civil / Structural Group or any other group which is i responsible for qualification of the safety-related component l to which the Train C support is to be attached.
1 i 9.3.2.3 Attachment to Embedded Plates Attachments to embedded plates are reported to the " WEB Group" -2 i by the Civil / Structural Support Group at the site, in A accordance to Reference 7, Part IV. At the present time, only & i Unit 2 attachments shall be reported. However, Unit 1 ! attachments may be reported later. In order to avoid the duplication of efforts, each calculation and support drawing.
. should include the following when attaching to embedded plate's:
Drawing: Location of each attachment with respect to the lowest left corner of the embedded plate
- Location of embedded plate with respect to general coordinates of the plant. '
Calculation-l Design and faulted reaction loads for each attachment in the plate local axes. 9.3.2.4 Connections a) Unistrut bolts and locking devices shall conform to Unistrut General Engineering catalog No.10R. b) Structural welds shall be in accordance with the AISC Manual of Steel Construction (8th Edition). i c) Unistrut member welds shall be in accordance with AISI Cold-Formed Steel Design Manual (1980 Edition). O _
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by L Q db W TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONOVIT (Two Inch and Under) Part IV--Support Rework Options O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 7 OF 16 9.3.2.5 Structural Welding Requirements a) All material shall be of weldable quality and shall be of the same type as the material to which it is welded, or of compatible composition and of comparable yield and_ tensile strength or higher. b) The minimum fillet weld size shall meet AISC Standards, except for fillet welds used to reinforce groove welds, c) Side or end fillet welds teminating at ends or sides, respectively, of parts or members shall be returned continuously around the corners for a distance not less than twice the nominal size of the weld, whenever practicable. d) Across-flange welding to existing building steel is prohibited for new design. Where across-flange welding is
, required, a load transfer plate (3/4" minimum), parallel-welded to the flange shall be used. Exceptions shall be l
pv pemitted when field inspection verifies that the existing l steel carries no ifve and dead loads during the welding i process or when such live and dead loads are adequately transferred to temporary supports during the welding process. 9.3.2.6 Concrete Fasteners a) Hilti " Kwik-bolts" shall be used for new/ modified design. b) A minimum safety factor of 4 shall be used. lh c) Loads due to plate flexibility (prying factors) shall be included as required in the total calculated anchor loads. l l l
[ comum,, T TIRE, A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (1ko Inch and Under) Part IV--Support Rework Options O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 8 OF 16 i d) Conservatively, combined bolt tension and shear shall be ' evaluated by the following expression: T + V $ 1.0
- I where -
T, Y are design bolt tension and shear, and i T V are allowable bolt tension and shear. The aSiowables are defined in Ref. 3, Part I, Table 8. 10.0 REWORK OPTION 2--Seismic Restraint Cable Failed supports which require extensive rework should be replaced or I supplemented by ths use of the Conduit Seismic Restraints ( Aircraft Cable Restraints) or a Rupture Protection Device. The decision on where Conduit Seismic Restraints or a Rupture Protection Device will be used is made jointly by the field support engineer and support evaluation engineer. Conduit Saismic Restraint requirements shall' be identified in the transmittal memorandum to the modification group. The design of conduit seismic restraints should be consistent with Ref. 5, Pa rt IV. Drawings for seismic restraints will show the normal information contained in conduit support drawings (i.e., location, conduit / component ID, etc.), but details of the assembly will be referenced in the specific details (f.e., drawings, sheet no.). g l 11.0 REWORK OPTION 3--Conduit Reroute Conduits with numerous failed supports, which require extensive rework and can not be modified or restrained economically, should be rerouted. I The Impe11 Field Support Engineer and the Support Evaluation Engineer t shall coordinate"with the construction personnel at CPSES site to decide i on where conduits shall be rerouted. The construction personnel at the CPSES site shall ensure that the k l Conduit Reroute satisfies the applicable installation procedure. Impell shall recommend the Conduit Reroute based on supportability of the O coaouit accordias to Tr fa c criteri -
IN JPELL *r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN CONDUIT 'C' _ (Two Inch and Under) Part IV--Support Rework Options NUMBER: PI-0210-053-001 REVISION: 5 PAGE 9 OF 16 12.0 TRANSMITTAL OF SUPPORT REWORK OPTIONS The issuance of Support Rework Options shall be done by means of support drawings. Support drawings will be developed to be consistent with the requirements of Reference 8. Part IV, in Impell format as shown in Figure 12.1. The responsible engineer will draw the support details. Checking and approving of the design will be done in accordance with Impell's QA Program. A draft of the Modification Package with copies of the calculations developed shall be issued to the " Evaluation Group". This package should include the " Modification Concurrence Memo For1n" (Figure 12.2) for their approval . Upon resolution of any connents by the Evaluation Group and receipt of the Modification Concurrence Fom, the Modification Package will be issued for construction. { 13.0 FIELD REVISIONS Field design changes will be identified by construction to the field j support engineer with a " Request for Infomation or Clarification" [ (RFIC) form (Figure 13.1). The field support engineer will review the i request and coordinate its resolution with tre Modification Group. Major design changes will be documented by a revision of the drawing. The review and approval of field design changes are the same as for the original document. Minor changes, such as weld sizes, etc., that do not i change the function, location, or direction of the support, do not l require the " Evaluation Group's" concurrance. Calculations should be revised accordingly for each change. l 14.0 AS-BUILT VERIFICATION When the construction personnel at CPSES site advises that the support A construction work is completed, the support will be tagged using the L4 special labels identifying the support as " Rework". The specific tag identifying the type of rework performed (R1 for modification, R2 for Conduit Seismic Restraint or R3 for Conduit Reroute) will be applied. O
g, g. tJg ., r TITLE: A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part IV--Support Rework Options NUMBER: PI.0210-053-001 REVISION: 5 PAGE 10 OF 16 The completion of the support rework options will be documented by completing the 3rd section of the " Inspection" effort. Figure 14.1 shows an example of the form to be used. This form needs to be signed by the field support engineers (By and Checked) who performed the as. built verification. A single form should be used for each room, since it will be used to document the completion of all work for a given room. 15.0 FILE CLOSEOUT The signed " Train C Inspection Package" along with calculations for the supports will be transmitted to the Evaluation Group for their inclusion in the full evaluation calculation package. ( O Oi
IMPELL@ TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT j (Two Inch and Under) Part IV--Support Rework Options l NUMBER: PI-0210-053-001 REVISION: 5 PAGE 11 OF 16 I M P E l._t CORPORATION TEIAS UTILITIES BENERATING COMPANY COnanCHE PEAK BTEAM ELECTRIC BTATION TPAIN 'C' CONDUIT SUPPORTS MENORANDUM File: Copy: TDesmone To: Oscar u. Zunaga ENoeng JBlueetCBMSI Froes , Field Support Engineer Dates / / Subject C0uDulf BUPPORT REWORK REGUIREMENTS The list belos shoes supports which need rework. The Resork Option is indicated f or each of thee. The conceptual designs for their remark, along with the docueentation receives free the evaluation group are attached also. DUILDING: ELEVATION: ROOM me.: ( SUPP0af TAE Wo. REuD8K 08T10N O, [ l l Figure 9.1 - SAWLE OF INELL MEMORANDUM REGARDING CONDUIT SUPPORT REWORK REQUIREMENTS
y\concuo W TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part IV--Support Rework Options C' NUMBER: pI.0210-053-001 REVISION: 5 PAGE 12 OF 16
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k l I l l ' NON SAFETY RELATED ause ET.s. CDWOR PEAN STEAft ELECTR!c STATION (217 3 & 2 m an. 0210-053-1353 TaxAs g T g , uienAtlas co. l IMmJ4) -. l==v - l 1 l 1 l l g Figure 12.1 (B) - SAWLE OF IEELL SUPPORT DRAWING FORM (subsequent pages)
TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part IV--Support Rework Options l l NUMBER: PI-0210-053-001 REVISION: 5 PAGE 14 OF 16 O IMPELL CORPORATION TEIAS UTILITIES BENERATING COMPANY - CORANCHE PEAK BTEAR ELECTRIC BTATION TRAIN 'C' CONDUIT SUPPORTS MEMORANDUM File Copy TDesmond To: , Evaluation Group / Lead Engineer JIluse (DBMS 3 Froes Oscar W. Zuniga Sate: //
Subject:
Request for Concurrence for Support Resort The supports listed teles need resort. Enclosed find sketches detailing the sodifications to be performed, along with the calculations developed for thee. Please review and signed this fore to document the evaluation of the modifications for impact on the overall syntes evaluation. BUILDING: ELEVAf]DN . ROOM No.: l BueeDef TAE No. RENORF OeTIOh O i l i esseeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeees RENORK CONtuRRA g The support modifications listed above have been reviewed and found acceptable and of no adverse sepact to the overall systes qualification. Bates / / ~ Evaluatten Group / Lead Engineer Figure 12.2 - SAWLE OF IFELL EMORANDUM REGARDING REQUEST FOR CONCURRENCE FOR SUPPORT REWORK O' l i l l
iN wn PELL7r TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part IV--Support Rework Options NUMBER: PI-0210-053-001 REVISION: 5 PAGE 15 OF 16 Dommeltmathr. 350U:37 Pos avFtnusATION OR CLAAmCATION TC " ?: w %' S?
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IMPELL@ , 1 I TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT ,
(Two Inch and Under) Part IV--Support Rework Options ! O NUMBER: PI-0210-053-001 REVISION: 5 PAGE 16 OF 16 TEIAS UTILITIES BENERATINE CenPANv , CDMANCHE PEAK ITEAM ELECTRIC BTATION TRAIN *C' RENORK DPfl0NS Page _ of __ BUILDINE: RDOM: ELEVATION: All support modifications required in this race have been completed, inspected and tagged. Supports have been tagged alth labels Al for Modifications, R2 for Betsett Restraints and R3 for Aeroutes. Runnert fan No. Runonet Conduit / M JBr.Nc. O All work in this rose is toepleted [ ] By: Checkt dates / / Figure 14.1 - SAWLE OF IWELL TRAIN C REWORK OPTIONS FORM
I O oMPELLW t PROJECT INSTRUCTION G w.. . -c:+.1 aw uw u Aa ta=E e m%w*r-~ w R--n n ~' h. I? Multi-Level Screening Criteria for Train C Conduit (Two Inch and Under)
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e..-w-- -M""' INSTRUCTION NUMBER: PI-0210-053-001 Volume Three Part V Page 1 of 82 Part VI Page 1 of 73 Part VII Page 1 of 6 Texas Utilities Generating Company CUENT: PROJECT: Train C 0210-053-1355 JOB NUMBER (S): ' lQ' DIVISION (S) AED ( 3 REV. PREPARED , APPROVED D
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O A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN C CONDUIT (TWO INCH AND UNDER) AT COMANCHE PEAX STEAM ELECTRIC STATION Part Y--Junction Box Walkdown Instructions Prepared for: Texas Utilities Generating Company P.O. Box 1002 Glen Rose, Texas 76043 Prepared by: Impell Corporation l 350 Lennon Lane Walnut Creek, CA 94598 Revision 5 August 18, 1986 0
I;%P_EL_L^r 1 CONDUIT TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C'
* (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 2 OF 82 TABLE OF CONTENTS Part V--Walkdown Instructions Pa ge 16.0 LEVEL 1--LIGHTLY LOADED JUNCTION BOXES (WALK 00WN INSTRUCTIONS) 3 17.0 LEVEL 2--JUNCTION BOXES WITH SIGNIFICANT CAPACITY (WALKDOWN 8 l /$\
INSTRUCTIONS) 18.0 LEVEL 3--JUNCTION BOXES AND CONDUIT WITH NO INTERACTION 12 POTENTIAL (WALKDOWN INSTRUCTIONS) APPENDIX V-A SCREENING LEVELS 1 & 2 FILE ORGANIZATION AND FORMS 27 APPENDIX V-B Screening Level 2 for Cast Iron Boxes: FILE ORGANIZATION AND FORMS 63 O O
L%P_ ELL s *r TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (TWo Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 3 OF 82 LEVEL l--Lightly Loaded Junction Boxes Walkdown Instructions O
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PELL i ) d IN Lcomunm TITg'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT O (Two Inch and under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 4 OF 82 16.0 LEVEL 1--LIGHTLY LOADED JUNCTION BOXES 16.1 Identify Level 1 Junction Boxes Walkdown personnel shall visually identify junction boxes which are categorized as lightly loaded. The junction box must be one of the types identified in Figure 5 of Part I. Characteristics of a lightly loaded junction box are:
- 1) Wall or ceiling mounted,
- 2) A maximum of two 2" diameter conduits and one 1-1/2" [A '
diameter conduit attach to the junction box,
- 3) Each attached conduit is supported within three feet (36")
of the junction box by a Type 5, 6, or 7-5-0910 conduit support (see Figure 4, Part I for conduit support type sketches), and O 4) Conduit sPaas shaii aot coatain coadolets. boxes or other heavy components before the first support. In addition to the Level I criteria presented above, all junction box supports must meet two sets of criteria. The criteria consists of general requirements which must be satisfied by all supports regardless of the support type, and specific criteria (regarding geometric configuration and materials used) which must be satisfied for each generic support configuration (Figure 5, Part I) per References 17 and 18 of Part I. 16.1.1 Specific Junction Box Support Type Requirements Figures 16.1 through 16.8 show each support Type J1 through J 8. Walkdown personnel shall visually identify supports in each category. These supports must meet the limitations and restrictions placed on the support configuration per Figures 16.1 through 16.8. Each junction box support shall be inspected to ensure that these requirements are satisfied. Junction box supports meeting these requirements shall be documented using the worksheets provided in Appendix V-A. O
IN wPELaL *r TiTtg. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT O * (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 5 OF 82 16.1.2 General Junction Box Support Requirements Walkdown personnel shall ensure that each junction box support meets the following general restrictions regarding construction tolerances: SUPPORT IS QUALIFIED IF CATEGORY THE FOLLOWING ARE SATISFIED Bolt spacing of the The minimum distance between evaluated suppcrt support anchor bolts is 2-1/2" for 1/4" diameter bolts, 3-3/4" for 3/8" diameter bolts, and 5" for 1/2" diameter bolts. Anchor bolt embedment The minimum embedment for anchor for the evaluated support bolts is 1-1/8" for 1/4"
'ameter bolts,1-5/8" for 3/8" d diameter bolts, and 2-1/4" for
. 1/2" diameter bolts. Edge distancel The minimum edge distance is 1-1/4" for 1/4 diameter bolts, 1-7/8" for 3/8" diameter bolts, and 2-1/2" for 1/2" diameter bolts. Distance to nearest The minimum distance to adjacent bolt 2 anchor bolts is suesnarized in Table 2.3 of Part II. Conduit Tributary Spans Conduit tributary span for each or Dead Load on attached conduit is defined as Support one-half the distance from the face of the junction box to the first type 5, 6, or 7-S-0910. g I The edge distance is measured from the center of the anchor bolt closest to the concrete edge or penetration. 2 Adjacent anchor bolts are defined as any bolts near the evaluated support. The distance to adjacent bolts is O measured from the center line of the evaluated bolt to the center line of the nearby bolt.
l IN wPELL *nr 1
'C' CONDUIT TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN O (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 6 OF 82 SUPPORT IS QUALIFIED IF CATEGORY THE FOLLOWING ARE SATISFIED
' conduit support (See Figure 4 Part I for sketches). The total weight on the junction box due to tributary conduit must be less than or equal to 21 lbs.I Table 2.2 in Part II sunnarizes the conduit
[ weight per linear foot for various conduit sizes. In addition, the applicable general items (e.g., floor topping, fire protection material, etc.) listed in Section 2.1 of Part II shall also be checked for all junction boxes. Table 2.8 in Part II provides acceptable i measurement tolerances to be used in the walkdown process. l - '0 Junction box supports which meet the Level 1 screen requirements as well as the specific and general require-ments shall also be documented using the worksheets l provided in Appendix V-A. 16.2 Tag Junction Box Junction boxes which meet the Level 1 screening criteria and satisfy the requirements associated with the particular box type (Figures 16.1 through 16.8), shall be tagged as a Level I box. Each tag will have a unique tag number and shall be recorded on the sunnary sheets used to document the junction box qualification, and presented in Appendix V-A. Each junction box l 1 may also have its own unique box identification number. Junction I box I.D.'s typically have five fields as shown below: JB 1 S 0311 G Field 1 T Field 5 l 1 Field 2 Field 4 Field 3 I The weight on the junction box is the sum of the weight of each attached condu.t. The weight of each attached conduit is equal to the tributary length times its respective weight per linear O foot. Note that the weight of the junction box and its supporting components shall not be included in tributary conduit weight. g
IMPELLJ ^r / TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT (Two Inch and Under) Part V--Walkdown Instructions c
NUMBER: PI-0210-053-001 REVISION: 5 PAGE 7 OF 82 Field 1 = JB which indicates the equipment is a junction box Field 2 = 1 indicates junction box for Unit 1 or comon areas 2 indicates junction box for Unit 2 Field 3 = C junction box located in containment A junction box located in auxiliary building S junction box located in safeguards building M junction box located in miscellaneous building T junction box located in turbine building F junction box located in fuel handling building PA junction box which is part of comunications system FP junction box which is part of fire-protection system FD junction box which is part of fire-detection system Field 4 = four or five digit junction box number Field 5 = color code 9 Orange indicates Train A G Green indicates Train B i R Red indicates Instrument Channel Y Yellow indicates Instrument Channel B Blue indicates Instrument Channel W White indicates Instrument Channel Blank No color indicates Train C 1 The unique junction box I.D. shall also be recorded on the sumary sheet. Some boxes may not have identifications as shown above and l should be indicated as N/A on the summary sheet. l 16.3 Documentation A file shall be maintained for each room (or other location identifier approved by the field supervisor) for Level 1 junction boxes. A junction box count of Level 1 boxes shall be p i maintained. Level 1 junction boxes are effectively " screened-out" or ta aoauietioa 67 $aspectioa ad. ta r for do aat reautre ear 1 O further evaluation. l l
IN kaowcuro PELL,d) i TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C'CONDUIT Q (TWo Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 8 OF 82 LEVEL 2--Junction Box Supports with Significant Capacity Walkdown Instructions O l l l O
IN JPELL"r O TiTte: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 9 OF 82
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17.0 LEVEL 2--JUNCTION BOX SUPPORTS WITH SIGNIFICANT CAPACITY 17.1 Identify Level 2 Junction Box Supports Level 2 junction box supports are those box supports shown to have significant capacity relative to seismic and gravity loads. Junction boxes included in Level 2 are box types J3 through J8 as shown in Figure 5, Part I. Characteristics of a junction box 3 support with significant capacity are:
- 1) Wall or ceiling mounted,
- 2) A maximum of 9 conduits no larger than 2" in diameter /1 attach to the junction box, l.L\
- 3) Attached conduit are supported within three feet (36") of the junction box by a Type 5, 6, or 7-5-0910 conduit support (see Figure 4, Part I for conduit support type h sketches),and Conduit spans do not contain condulets, boxes, or other 4) heavy components before the first support.
As with the Level 1 Screen, junction boxes screened by Level 2 must not only satisfy the Level 2 requirements listed above, but must also satisfy general and specific requirements similar to those for the Level 1 screen. 17.1.1 Specific Junction Box Support Type Requirements Specific junction box support type requirements for the Level 2 Screen are identical to the requirements for the Level 1 Screen, presented in Section 16.1.1. Figures 16.3 through 16.8 show each support type and itemize the support k detafis. Documentation for the Level 2 Screen shall be completed using the worksheets provided in Appendix Y-A. 17.1.2 General Junction Box Support Requirements General requirements for the Level 2 screen are identical to the requirements for the Level 1 screen presented in 16.1.2, with the exception of allowable dead load on the junction box support. For the Level 2 screen, the total weight on the junction box due to tributary conduit must be A O less than or equal to 74 lbs. Note that the weight of the LD
L M P aE L L "r
'C' CONDUIT TITLE A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN O * (TWo Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 10 OF 82 junction box and its supporting components shall not be included in tributary conduit weight. Documentation for the Level 2 Screen shall be completed using the worksheets g
provided in Appendix V-A. Junction boxes meeting the Level 2 requirements as well as the specific and general requirements will be " screened-out" of the population as acceptable by inspection. 17.2 Identify Level 2 Ce st Iron Boxes Level 2 cast iron (CI) boxes are those cast f ron boxes attached M directly to a wall or ceiling with two 1/4" diameter Hilti-Kwik bol ts. Only CI boxes manufactured by the Appleton Company and shown in Figure 17.1 may be qualified using the Level 2 screening criteria. Each CI box must satisfy specific Level 2 screening criteria as well as general requirements which ensure that proper installation tolerances were maintained when the fixture was erected. Appendix V-B presents criteria for both the specific requirements and the g general requirements which must be satisfied to qualify a CI box. Appendix V-B also presents the worksheets to be used in documenting the CI box field qualification process. The infonnation required on each worksheet is explained in detail and should be used as a guideline by the walkdown teams in performing their evaluation. 17.3 Tag Junction Box or CI Box IA Junction boxes and CI boxes which meet the Level 2 screening criteria shall be tagged using Level 2 qualification tags. Each tag will have a unique number which shall be recorded on the _ summary sheets used to document the junction box qualification or the CI box qualification and presented in Appendix Y-A and V-B respectively. Each junction box should also have its own unique box identification number as described in Section 16.2 of this instruction. The unique junction box I.D. shall be recorded on the sunnary sheet. Some boxes may not have unique identifications and should be indicated as N/A on the sunnary sheet. O A: I
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l L%P_EL_L "1r i TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l O (T o rach aad uader) Part v--waikdo a tastruct'oas i REVISION: 5 PAGE 11 OF 82 NUMBER: PI-0210-053-001
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17.4 Documentation l A file shall be maintained for each room (or other location ; identifier approved by the field supervisor) for Level 2 junction g' boxes and CI boxes. A count of Level 2 boxes shall be maintained. Level 2 boxes are effectively " screened-out" of the population by inspection and, therefore, do not require any further evaluation.
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I;%P_ ELL1*r O TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 12 OF 82 LEVEL 3--Junction Boxes and Conduit with No Interaction Potential Walkdown Instructions O I l l l l O i
L M P aE Lr L #
- TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 13 OF 82 18.0 LEVEL 3--JUNCTION BOXES AND CONDUIT WITH NO INTERACTION POTENTIAL 18.1 Level 3 Junction Boxes For Level 3 screens, assume that the junction box fails along with gi the entire conduit system and rigidly collapses *. The same impact '
envelope volume and criteria provided in Part II, Level 3 shall be used to qualify each junction box. 18.2 Tag Junction Boxes Junction boxes which meet the Level 3 screening criteria shall be tagged as Level 3 boxes. Boxes which are difficult to access shall be identified by unique junction box I.D. if applicable, or photographed and identified as a Level 3 Support on the photograph. One photo can be used for more than one Level 3 i Support. Junction boxes may also be identified by coordinates. where the coordinates are measured from an identifiable plant O feature. Photos shall be identified by Building, Elevation, Room Number, and General Location (e.g., north wall). l 18.3 Documentation A file or notebook shall be maintained for each room (or location) for Level 3 junction boxes. Photographed boxes and those identified by coordinates shall be well documented. Level 3 boxes are effectively " screened-out" of the population by inspection and, therefore, do not require any further evaluation. l - 1 I ,
- Since no engineering evaluations will be performed for this screening level, multiple support failures (i.e., zippering) must be assumed to occur.
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IN<P_ ELL @ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT O (T o Iach ao uader) eart v--weindo a lastruct<oaS : NUMBER: PI-0210-053-001 REVISION: 5 PAGE 14 OF 82 ! l CIST.=
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IN t- PELL"sr O Tirte: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 15 OF 82 Bill of Materials No. @an. Item O i 2 3/8" of siiti-x ik soits 2 1 thistrut Header P1001A3 (see Figure 16.9) Depth = 1 5/8" Width = 4 7/8" l 3 2 1/4", 3/8", or 1/2" Diam. Unistrut mounting bolts l 4 2 Junction Box mounting lug (see mounting lug detail) 5 1 Junction Box (size limitations as shown) Requirements
- 1) Verify all dimensional data shown on drawing.
- 2) Verify H ) W )D.
Centerline of attached conduit is a maximum of 2/3 times box depth from
/4 3) the box surface used for mounting.
1 Figure 16.1 JUNCTION BOX TYPE J1 DETAILS & REQUIREMENTS O
IN tJPELL *r* O TiTts: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 16 OF '82
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Il \ j l(jl u m . g t.* be' Mux =12' "it w g :._ (O a mx. Ib5EEEE us.. Bill of Materials PLAN OR FfJVATION FRONT VIEW No. Quan. Item O i 2 3/8" ot aiiti-x ik soits 2 1 P1001A3 Unistrut (see Figure 16.9) l[ Depth = 1 5/8' Width = 4 7/8" 3 2 1/4", 3/8", or 1/2" Unistrut bolts 4 1 Junction Box (size limitations as shown) Requirements
- 1) Verify all dimensional data shown on drawing.
- 2) Verify H ) W ) D
- 3) Centerline of attached conduit is a maximum of 2/3 times box depth from the box surface used for mounting. 4 Figure 16.2 O
ouuCTION B0x TvPt a2 OcTAlts a Recu!RtacNTs a
1 IN,P_ ELL *nr , TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT l O (T o taca aad uader) Part v--waixdo a tastructioas NUMBER: PI-0210-053-001 REVISION: 5 PAGE 17 OF 82 ) l ' MIN. L
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{$f h n 1 1 !Es* wm .ir w_ 3 PLAN OR ELEVATION EBONT VIEW Bill of Materials No. QJan. Item 1 2 3/8" Diam. Hilti-Kwik Bolts 2 1-2 3/8" thick shim plate (s). May have an individual shim plate at each bolt location or a connon shim plate for both bolts. 3 1 Junction Box (size limitations as shown) Requirements
- 1) Verify all dimensional data shown on drawing.
2) 3) Verify H > W > D Centerline of attached conduit is a maximum of 2/3 times box depth from g the box surface used for mounting. Figure 16.3
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JUNCTION BOX TYPE J3 DETAILS & REQUIREMENTS
IN tJ PELL *r O 7l7LE: A MULTI-LEVEL SCREENING CRITERI A FOR TRAIN (TWo Inch and Under) Part V--Walkdown Instructions
'C' CONDUIT NUMBER: PI-0210-053-001 REVISION: 5 PAGE 18 OF 82 ggresENT
[ b a i d> SIDE VIEW 4*
> Bill of Materials No. Quan. Item O etAn i i C4 x 7.25 channei 2 2 3/8" CFL Nelson-Welded Studs 3 1 Junction Box (size limitations a's So /3/157 r MIN.
DELSoN STL25, 2* ti1/2*) _
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h., _ CHANDEL l TYP. ! __ ______ __ b 8------" - - \ PloE3 N rt. J.B. I t ~ FRONT VIEW Requirements
- 1) Verify all dimensional data and welds shown on drawing.
Figure 16.4 Q JUNCTION BOX TYPE J4 DETAILS & REQUIREMENTS
IMPJQ @ O Tirte. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
* (Two Inch and Under) Part V--Walkdown Instructions
'C' CONDUIT NUMBER: PI-0210-053-001 REVISION: 5 PAGE 19 OF 82
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Bill of Materials MAX'"E PLAN OR ELEVATION FRONT VIEW No. Quan. Item O i i 2 eiooic uaistrut ae ber (= Depth = 1 5/8" ri9ure 15 9) 2 Width = 3 1/4" -- -- p' e e g 2 2 P1001 Unistrut Member (see Figure 16.9) _... _ _ _ ....__ Depth = 1 5/8" M Width = 3 1/4" 3 4 or 8 P1026 Unistrut Connector (see Figure 16.9) 4 4 3/8" Diam. Hilti-Kwik Bolts 5 4 1/4", 3/8", or 1/2" Diam.
- Unistrut Bolts C 2
6 4 Mounting Lugs (See a Mounting Lug Detail)
^
7 1 Junction Box (See chart for size limitations Note: Items 2 and 3 are optional. The unistrut header may consist only of item 1. If the unistrut header does consist only of item 1, each g unistrut may be oriented as shown or rotated 90*. FIGURE 16.5 A JUNCTION BOX TYPE J5 DETAILS & REQUIREMENTS
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IN gczPELL mun @ TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT O (Two Inch aad Vader) eart v--Waikdo a Iastructioas I
,. NUMBER: PI-0210-053-001 REVISION: 5 PAGE 20 OF 82 l
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1 I l BOX SIZE I 1) Verify all dimensional data shown l I l l on drawing.
' l H l W l D l l l l l 2) Verify H > W ) D and the box size A l l l l is one of those shown in the Table. m I 18 l 12 l 12 l l 18 l 18 1 6 1 3) Centerline of attached conduit is a l 18 , 18 l 12 l maximum of 2/3 times box depth from the box surface used for A
l 20 l 12 l 8 l 24 l 6 l 4 l mounting. 24 l 10 l 10 l l 24 l 12 l 12 l l 24 l 18 l 12 1 24 l 24 1 12 i l 30 l 12 l 12 l l 36 l 12 l 12 l' I I I I FIGURE 16.5 JUNCTION BOX TYPE J5 DETAILS & REQUIREMENTS A
IN wn PELL *nr
'C' CONDUIT
". A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN O
(Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 21 OF 82 4
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h1 - fMX$YP. bk PLAN OR ELEVATION FRONT VIEW Bill of Materials O ao. o> a. Ite-1 2 P1001C Unistrut Member (see Figure 16.9) Depth = 1 5/8" Width = 3 1/4" 2 2 P1001 Unistrut Member (see Figure 16.9) Depth = 1 5/8" d Width = 3 1/4" ! 3 4 or 8 P1026 Unistrut Connector (see Figure 16.9) , 4 4 3/8" Diam. Hilti-Kwik Bolts 5 4 1/4", 3/8", or 1/2" Diam. Unistrut Bolts l 6 1 Junction Box (See chart for size limitations) Note: Items 2 and 3 are optional. The unistrut header may consist only of item 1. If the unistrut header does consist only of item 1, each unistrut may be oriented as shown or rotated 90*. FIGURE 16.6 O JUNCTION BOX TYPE J6 DETAILS & REQUIREMENTS l
-lMPELLd) 1 TITLE. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN'C' CONDUIT O * (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 22 OF 82 l l l BOX SIZE l Requirements
! I I I l H l W l D 1 1) Verify all dimensional data shown l l l l on drawing.
, 18 l 12 12 2) Verify H ) W > D and the box size a i 18 l 18 l 6 I is one of those shown in the Table. /*
1 18 1 18 l 12 l l 20 1 12 l 8 l 3) Centerifne of attached conduit is a 1 24 1 6 1 4 l maximum of 2/3 times box depth l 24 l 10 l 24 l 12 1
' 10 12 ,
from the box surface used for mounting. A I 24 l 18 l 12 l l 24 l 24 l 12 l l 30 l 12 l 12 l l 36 l 12 l 12 l O __ _. _ C C e o C C
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C C 3 REAR VIEW FIGURE 16.6 O JUNCTION BOX TYPE J6 DETAILS & REQUIREMENTS g
IN tP_ ELL *nr TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT Q (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 23 OF 82 1
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8 I I I b5 " k i g3 1 I gs t p I' , I La ua 10-MIN. NcE Bill of Materials PLAN OR ELEVATION FRONT VIEW No. Quan. Item 1 4 3/8" Diam. Hilti-Kwik Bolts 3/8" thick shim plate (s). O 2 1-4 Note: One shim plate may be used for all four bolt locations. g Two shim plates may be used as shown or rotated 90" or four shim plates (one at each bolt location) may be used. 3 1 Junction Box (see chart for size limitations) l I '( l B0x SIZE l Requirements l i i I lH l W l D 1 1) Verify all dimensional data shown l I ! on drawing. I I J 18 l 12 lf 12 1 2) Verify H ) W ) D and the box size 18 18 1 6 is one of those shown in the Table. M. 18 18 l 12 l 20 i 12 l 8 l 3) Centerline of attached conduit is a 24 l 6 l 4 l maximum of 2/3 times box depth 24 l 10 l 10 l from the box surface used for l 24 l 12 l 12 l mounting. b 24 l 18 l 12 24 l 24 l 12 l 30 l 12 l 12 l l 36 12 1 12 l l 1 1 Figure 16.7 O auNCTION B0x TveE a7 OETAIts a REau!REMENTS A
IN tJPELL *r G TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT V (Two Inch and Under) Part Y--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 24 OF 82 ctWTA! _ ____C 4 L f 12" { MAX. PLAN SIDE VIEW
"*his < r T . [ WAS R
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Bill of Materials - ---.;- _r____ "2. o No. Quan. Item 1 2 Channel C4 x 7.25 l 2 4 3/8" diameter CFL Nelson-welded studs FRONT VIEW j 3 2 1/4" thick shim plate 4 1 Junction Box (sizes limited as indicated above) l Requirements
- 1) Verify all dimensional data and weld data shown on drawing.
Q FIGURE 16.8 JUNCTION BOX TYPE J8 DETAILS & REQUIREMENT l l
l IN<P_EL_L () TITLE'. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN
'C' CONDUIT l (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 25 OF 82 l
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IMP _ ELL"r 1 TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT O (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 27 OF 82 i APPENDIX Y-A JUNCTION BOX SCREENING LEVELS 1 & 2 FILE ORGANIZATION AND FORMS A O P O
I; LP E J L L *r O TITLE: A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT (TWo Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 28 OF 82
1.0 INTRODUCTION
The guidelines and foms presented in this Appendix shall be used to document Train C Junction Box Qualification for boxes screened by Level 1 and 2 criteria. Each junction box support type J1 through J8 must satisfy three sets of criteria: 1) criteria for the particular screening level employed, 2) specific criteria to ensure that the junction box support configuration satisfies the limitations set forth in References 17 and 18, and 3) general criteria to ensure that proper installation tolerances were maintained when the support was erected. This Appendix will present the criteria in abbreviated written form, as well as in the form of worksheets with an explanation of the infomation required on each worksheet to completely document the junction box field qualification process. This Appendix should be used as a guideline by O the walkdown teams in performing their work. 2.0 LEVEL 1 SCREENING REQUIREMENTS The following conditions must be met for a junction box to be qualified by Level I criteria:
- 1) The junction box is wall or ceiling mounted (i.e., box is attached either directly to the concrete surface or to a Unistrut Header which is attached to the concrete surface). See Figures 16.1 l
through 16.8 in Part V for detailed drawings.
- 2) A maximum of four conduits no larger than 2" in diameter attach to the junction box.
- 3) Each attached conduit is supported within three feet (36") of the junction box by a Type 1, 2, 3, 5, 6, or 7-5-0910 conduit support (see Figure 4 in Part I for conduit support sketches). [
- 4) The first conduit span for each attached conduit contains no additional components such as LBDs, LBs, BCs, Cs, etc.
If any of these conditions are not satisfied, the junction box support assembly may not be qualified using a Level 1 Screen. O
L%PwELL"r Ti7tg*. A MULTI-LEVEL SCREENING CRITERIA FOR TRAIN 'C' CONDUIT Od (Two Inch and Under) Part V--Walkdown Instructions NUMBER: PI-0210-053-001 REVISION: 5 PAGE 29 OF 82 If a box is qualified using the Level 1 Screen, the requirements shall be documented using the qualification worksheet described in Section 6.0 of this Appendix. Note that the Level 1 screen requires only geometric data verification and no deadweight computation. 3.0 LEVEL 2 SCREENING REQUIREMENTS The following conditions must be satisfied for a junction box to be qualified by Level 2 criteria:}}