ML20210E824

Rev 5 to TNE-FVM-CS-001, Field Verification Method Unit 1 Cable Tray Hanger As-Built & Design Adequacy Verification Program

ML20210E824
Person / Time
Site:	Comanche Peak
Issue date:	07/21/1986
From:	TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20210E291	List: ML20210E306 ML20210E461 ML20210E491 ML20210E522 ML20210E575 ML20210E599 ML20210E617 ML20210E626 ML20210E662 ML20210E681 ML20210E703 ML20210E726 ML20210E744 ML20210E765 ML20210E784 ML20210E801 ML20210E824 ML20210E854 ML20210F001 ML20210F016 ML20210F059 ML20210F247 ML20210F289 ML20210F304 ML20210F406 ML20210F431 ML20210F455 ML20210F469 ML20210F479 ML20210F484 ML20210F499 ML20210F529 ML20210F555 ML20210F570 ML20210F583 ML20210F594 ML20210F607 ML20210F616 ML20210F624 ML20210F642 ML20210F648 ML20210F659 ML20210F664 ML20210L516 ML20210N395 TXX-6242, Forwards Rev 1 to Ebasco Svcs,Inc & Impell Corp Evaluation & Resolution of Generic Technical Issues for Cable Tray Hangers. Rev Reflects Update of Approach to Resolving All Issues Re Cable Tray Hangers at Plant
References
TNE-FVM-CS-001, TNE-FVM-CS-1, NUDOCS 8702100378
Download: ML20210E824 (123)

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i TEXAS UTILITIES GENERATING COMPANY NUCLEAR ENGINEERING COMANCHE PEAK STEAM ELECTRIC STATION UNIT 1 FIELD VERIFICATION METHOD

. UNIT 1 CABLE TRAY HANGER

. AS-BUILTING AND DESIGN ADEQUACY VERIFICATION PROGRAM TNE-FW1-CS-001

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FIELD VERIFICATION METHOD AS-BUILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE OF CONTENTS PAGE NO.

SECTION

1.0 REFERENCES

1 SECTION 2.0 GENERAL 2

SECTION 2.1 PURPOSE AND SCOPE 2

SECTION 2.2 RESPONSIBILITIES 2

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SECTION 2.3 ABBREVIATIONS' AND ACRONYMS 3

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's SECTION 2.4 DEFINITIONS 3

SEC$ ION 2.5 DOCUMENTS 7

SECTION 3.0 INSTRUCTIONS FOR DRAWING AND WALKDoliN i

7 SECTION 3.1 DEVELOPMNNTOF"AS-DESIGNED" DRAWINGS 8

SECTION 3.2 CTH "AS-BUILT" WALKDOWN AND PREPARATION OF THE RED-LINED DRAWING & " PRELIMINARY AS-BUILT" 9

SECTION 3.3 "AS-BUILT" DESIGN VERIFICATION AND PREPARATION OF "AS-BUILT" (FINAL) DRAWINGS 24 SECTION 3.4 MODIFICATIONS OF CTH 25 SECTION 3.5

" APPROVED FOR CONSTRUCTION" DRAWINGS 26 SECTION 3.6 OC " FINAL AS-EUILT" VERIFICATION 27 SECTION 3.7 VERIFICATION DOCUMENTATION 27 SECTION 3.8 FLOW OF DRAWINGS / PACKAGES 28

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SECTION 3.9 CABLE TRAY SPAN WALKDOWN AND PREPARATION OF i

CABLE TRAY HANGER SKETCHES ( CTH-1 -S L-X XXX) 30 s

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FIELD VERIFICATION METHOD AS-BUILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE OF CONTENTS (Continued)

There are 33 pages of text to this Field Verification Method.

l PAGE NO.

I FIGURE 1

CTH-PRODUCTION /WALKDOhN AND DESIGN VERIFICATION FLOW CHART.VIA A " RED-LINE" PROCESS 34 FIGURE 2

CABLE TRAY HANGER DRAWING 35 FIGURE 3

DRAWING SIGNATURE BLOCK 36 i :

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FIGURE 4

CABLE TRAY, HANGER SPAN LENGTHS 37 -

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TABLE 1

CAELE TRAY HANGER SAMPLE WALKDOWN 38 THRU 42 TABLE 2

MINIMUM CLEARANCES TO EMBEDDED PLATES 43 l'

TABLE 3

MINIMUM BOLT CLEARANCES

'44 J

TABLE 4

MINIMUM SPACING BETWEEN HILTI EXPANSION BOLTS 45 TABLE 5

MEASUREMENT AND INSPECTION TOLERANCES 46 AND 47 TABLE 6

TOLERANCES FOR LOCATION AND ELEVATION OF CTH'S 48 TABLE 7

ASTM AND SAE GRADE MARKING FOR STEEL BOLTS AND SCREWS 49 3

TABLE 8

NUT IDENTIFICATION (DELETED) r TABLE 9

LENGTH IDENTIFICATION SYSTEMS 50 TABLE 10 AISC, MEMBER SHAPES 51 THRU 75

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TABLE 11 CONDUIT NOMINAL SIZES 76 C

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FIELD VERIFICATION METHOD AS-BUILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE OF CONTENTS (Continued)

ATTACMENT A TRAY CLAMP DETAILS 77 THRU 99 ATTACE!ENT B TRAY CLAMP WASHERS 100 THRU 101 l

ATTACDIENT C TYPE 1 MODIFICATION FORM

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102 ATTACHMENT D BOLT HOLES IN STRUCTURAL STEEL 103 i

ATTACHMENT E UNIT 1 CABLE TRAY HANGER DESIGN ADEQUACY

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WALKDOWN CHECKLIST

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ATTACMENT F BASIC DIMENSIONING REQUIREMENTS 109 THRU 112 k

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ATTACD1ENT H ITEMS TO BE DELETED FROM THE CTH DRAWINGS 115 ATTACmiENT I EMBED ATTACHMENT FORM 116 ATTACHMENT J HILTI SPACING FROM EMBEDDED ANGLES 117 ATTACHMENT K CONSTRUCTION OPERATION TRAVELER 35-1195 118 THRU 119 4

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1.0 REFERENCES

1-A OI-QP-11.10-9 CABLE TRAY HANGER AS-BUILT /

INSPECTION / VERIFICATION 1-B CEI-20 FIELD INSTALLATION OF HILTI BOLTS 1-C ECP-10 CABLE TRAY AND HANGER INSTALLATION 1-D CEI-25 EPOXY dROUTING OF BASE PLATES 1-E PJ-2-CP,- - -

EBASCO PROJECT COMMUNICATIONS, IMPELL INTERFACE INSTRUCTIONS FOR JOB NO.

0210-040 t '"

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1-F CP-EI-4.0-67 REV. 1 CABLE TRAY HANGER AS-DESIGN AND AS-BUILT DRAWING DEVELOPMENT (HISTORICAL) 1-G CP-EI-4.5-21 REV. O CABLE TRAY HANGER ENGINEERING WALKDOWN UNIT 1 (HISTORICAL) 1-H CP-EI-4.0-69 REV. O CABLE TRAY HANGER AS-BUILT WELD MAPPING UNIT NO. 1 (HISTORICAL) 1-I NCIG-01 R2.(VWAC)

VISUAL WELD ACCEPTANCE CRITERIA 2

1-J TNE-DC-24 AS-BUILT PACKAGE PREPARATION l

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' GENERAL 2.1 PURPOSE AND SCOPE 2.1.1 Purpose The purpose of this procedure is to describe the responsibilities and tasks of the groups responsible for the performance of the design adequacy verification 'of all cable tray hangers (CTH's) which are installed in the Comanche Peak Steam Electric Station Unit 1 and common areas with the following exceptions:

A.

Main structural framewo'rk in the cable spreading room.

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B.

CTH's which are installed in common areas but which support only Unit 2 cable trays:

1.e., Unit 2 CTH's.

2.1.2 Scope The scope of this procedure includes:

4 A.

Field engineering verification denoting the 'CTE elevation, ii levelness, plumbness, location, CTH identification number and

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G architectural room number are correct.

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B.

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Tagging of the CTH's with unique identification numbers by field engineering.

C.

Walkdown of CTH to create a " Preliminary As-Built" drawing via a red line process conduered by the "As-Built" walkdown team.

D.

Creation of the final "As-Built" drawing.

E.

Walkdoun and creation of cable tray hanger span sketches for design verification purposes.

F.

Identification of particular attributes of individual CTH's that require rework.

G.

Interface requirements for design verification of the "As-Built" CTH.

2.2 RESPONSIBILITIES The Project Discipline Supervisor has overall responsibility for the implementation of the CTH Design Adequacy Program.

The CTH Design Adequacy, Program consists of four major functions:

drawing preparation, engineering walkdown to verify as-built conditions, inspection and design verification.

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Responsibility for the engineering walkdown and as-builting, training of personnel and surveillance of the as-builting program as well as implementation of the specific requirements of this procedure is delegated to the Unit 1 CTH Program Manager, who shall also ensure that tracking mechanisms exist to assure proper interface and control of the necessary information between the various groups.

2.3 ABBREVIATIONS AND ACRONYMS Approved for Construction AFC B

Bevel Washer CAD Computer Aided Drafting CMC Component Modification Card CPSES -

Comanche Peak Steam Electric Station CTH Cable Tray Hanger (including Cable Tray Clamps)

DCA Design Change Authorization DCC Document Control Center t

DVG Design Verification Group ENY EBASCO New York

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Flat Washer FL Full Length (Referring to Welds)

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FSE Field Sketch Engineering FWP Field Work Point GtH

'Gibbs and Hill EKB Hilti Kwik Bolt HSKB Hilti Super Kwik Bolt IA Inaccessible IR Inspection Report NA Not Applicable O&E "For Office And Engineering Use Only" PAB Preliminary As-Built PFG Package Flow Group QC Quality control RI Richmond Insert TL Thermolag TB Thermoblanket TMF Type I Modification form TNE TUGCO Nuclear Engineering US Unsatisfactory 2.4 DEFINITIONS "As-Built"

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is a design verified drawing having certain specified attributes which A

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reflect the actual installed

,.j condition, while the remainder of the attributes continue to reflect the "as-designed" condition.

"As-Builting"

- the process of acquiring information of the actual installed condition of

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' certain specified attributes (type, dimension, etc.) of a CTH, and

j reflecting this information on an "as-built" drawing.

"h" "As-Designed"

- refers to' a configuration shown on a specific drawing which reflects the l!

intent of the anglnear who hesigned

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the specific support.

The "as-designed" configuration represents a baseline configuration from which the actual installed configuration i

can deviate within prescribed, acceptable (by engineering) tolerances and/or component

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substitutions.

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" Approved For

- the revised preliminary "as-built" Construction" (AFC) drawing issued by E,ngineering denoting required modifications.

Final " As-Built" -

- the " CAD" dfawing issued by Engineering after design verification and completion of required modifications.

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" Red-Line"

- is the marked up "as-designed" l

drawing which reflects "as-built" conditions in the field.

" Preliminary As-Built"

- is the " Issued For Inspection" CAD l

(PAB) drawing.

(This is not a design H

verified drawing.)

" Traveler Stamped"

- Indicates the Drawing which is stamped by DCC with'"This drawing to be used only in conjunction with j

Traveler Date The stamp does not signify a " Controlled" drawing, only an original issued by r

DCC.

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.1, "O & E Stamped"

.-indicates a document which is issued for " office and Engineering Use only".,

Engineers

- a)

Field Engineer - Construction survey team.

- b)

Walkdown~ Engineer - Individuals approved to coordinate, check and document field verification.

and/or modification activities.

1.

"As-Built" walkdown engineers are responsible for the

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generation of information necessary for creation of a Preliminary "As-Built" drawing via a red-line process for each individual CTH.

They are also responsible for checking the accuracy of the the generated information.

1 2.

Cable tray span walkdown s

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the creation of cable tray t

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hanger span sketches resulting i

from a walkdown effort.

These sketches will be used for 1

design verification purposes.

They also check the accuracy of the sketching effort.

Projection

- The maximum distance that the Hilti l

bolt protrudes from the concrete i

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surface.

l Cable Tray Hanger Sketches that show the location and i

Span Sketches orientation of the individual CTHs

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relative to each other and provide suppor.t function information required for individual CTH design

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verification.

l Support Functions

- a)

Longitudinal Support - A support j.

is considered to be a longitudinal support when it acts in three directions, providing support in the vertical, lateral and the longitudinal directions to the tray span.

These supports either have braces in the longitudinal direction or have e

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TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 s,

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vertical posts oriented such that the strong axis resists the longitudinal forces.

In the latter case, the posts must also have moment resisting bases with respect to longitudinal direction, by weldment or by use of a minimum of 2 bolt connecticns.

All longitudinal support trays are connected with heavy duty clamps.

b)

Multidirectional (Riser) Supports

- This type of support is installed for vertical riser i

applications, and is designed.for the simultaneous application of three (3) directional load Heavy duty clamps are' used for connection of all i

vertical trays to supports. -

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Transverse Support - A support is

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support when it provides support to the cable tray in the vertical and the lateral (perpendicular direction to the tray span) directions.

These supports shall have a transverse clamp but a heavy duty clamp may be used where a tray splice occurs or an engineered modification calls for such a clamp.

Inaccessible Attributes which cannot be measured without physical removal of any portion of the built support, tray or fire protection cover, and/or relocation of adjacent hardware.

If at the time of walkdown any part of a clamp with the exception of the bolt used to connect to the hanger member l:

is inaccessible at the point of walkdown the entire item is to be identified on the drawing as inaccessible ("IA"), except for

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visible attributes which could require

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I"9" a Type I Modification.

If the bolt connecting the clamp to the hanger is the only inaccessible attribute, then only the bolt is classified as

, inaccessible.

If at the time of walkdown portions of a clamp are inaccessi,ble, but it is obvious from then accessible portion what the entire clamp is, then the clamp shall be listed in the j

appropriate table as "IA" and a note added that the visible portion makes J~~

it obvious that it is a type "

clamp.

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t Conventional Means of

- 1.

Tape Measure Measurements 2.

Folding Rule 3.

6" Steel Scale 4.

Feeler Gage 5.

Fillet Weld Gage N

6.

Torpedo Level 7.

Mirror

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Skew-Tee Fillet Weld Gage NOTE:

This list is not meant o be all inclusive.

2.5 DOCUMENTS h

, Engineering documents consist of:

S A.

Gibbs & Hill engineering drawings providing information on the original design conditions.

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B.

Design change document - Design Change Authorization (DCA) and Component Modification Card (CMC)

C.

"As-Designed" drawings combine the information of A and B above.

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D.

"As-Built" drawings reflect changes in the field, if any, l'i from the "as-designed" drawings.

E.

Other documents defined herein.

i 3.0 INSTRUCTIONS FOR DRAWINGS AND WALKDOWN i

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TNE-FVM-CS-001, Rev. 5 July 1, 1986-i Page 8 s

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3.1 DEVELOPMENT OF "AS-DESIGNED" DRAWINGS A. All cable tray hangers in Unit 1 covered by this procedure shall have a CAD generated "as-designed" drawing produced.**

The "as-designed" drawing shall be generated by CAD-ENY from the following information sent by DCC to the CAD-ENY manager:

1.

FSE 0159 Drawings to be compared with the Gibbs & Hill, Inc. engineering drawings and details for compliance.

2.

Brown & Root map drawings.and Gibbs & Hill, Inc. drawings j_

(2323-El-0500-S, 0600-S, 0700-S, 0800-S and 1000 series ij drawings).

k 3.

Cable tray layout drawings (same as above without S).

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4.

2323-S-0900 series drawings.

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5.

Cable tray clamp /clJp detail drawings (TNE-S1-0900 series

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and 2323-S-09 0 0 seri.es).

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6.

DCA/ CMC's generated against Gibbs & Hill, Inc. drawings

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(2323-El-0500-S, 0600-S, 0700-S, 0800-S and 1000 series

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drawings).

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DCA/ CMC's generated against 2323-5-0900 series drawings.

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8.

Architectural plant layout drawings for Unit 1.

3 B.

The "as-designed" drawings shall be on a "B" size drawing as shown in Figure 2 and will consist of:

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1.

Hanger Identification Number.

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2.

Hanger general location, floor elevation an'd architectural room no. provided in the drawing key plan.

3.

Hanger configuration in plan and elevation.

(Deleting all elevation call outs other than the elevation of the lowest j

horizontal member.)

a 4.

Weld details and joint numbers (welded joints will be sequentially numbered).

All joints other than full length shall have a weld length specified.

All joints shall have type and size of weld specified.

• • The exception to this rule are those CTH's listed in Table 1, r.

for which a final as-built had been created in accordance to References 1-F and 1-G.

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5.

Skew-tee weld joints shall be identified on the "as-designed" drawing.

6.

Details for anchorages will provide dimension lines locating the bolts in the connection and dimensions left blank.

The "as-built" walkdoun team will provide the bolt parameters (type, diameter, mark, bolt no.,

projection, "G" dimension) in table format (see Figure 2).

7.

Cable trays will be shown on the drawing with blank dimension lines locating the tray on the horizontal member.

The "as-built" walkdown team will provide the dimension.

8.

Tray clamps will be shown on drawings by type, only in the tray clamp table (see Attachment A).

Any clanps not in Attachment A will be. detailed on the drawing.

4 9.

The drawing will locate Field Work Points (FWP) 's for diagonal bracing (notei the FWP can be either the toe or heel for angle members).

The as-built walkdown team will provide dimensions.

10.

Applicable engineering notes.

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11.

Reference to input documents used in preparing the drawing including DCA's and CMC's.

1 12.

Title block with signature of drafter and checker.

A facsimile of the drawing title block is given in Figure 3.

13.

Space in title block for signature of engineer performing design verification.

14.

Space in title block for signature of both individuals in the walkdown team.

15.

Space for referencing applicable cable tray hanger span l

sketch number.

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3.2 CTH "AS-BUILT" UALKDOWN AND PREPARATION OF THE RED-LINED DRAWING AND " PRELIMINARY AS-BUILT" t

3.2.1 Preparation for Walkdown l

The process of walkdown and preparation of red-line drawings with ultimate production of "as-built" CAD drawings is sho9n in Figure 1 and is described as follows:

i A.

The Walkdown Group Supervisor and Weld As-Built Group Supervisor shall initiate and coordinate the "as-built" s

walkdoun of the CTH by the "as-built" walkdown teams.

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B.

The Walkdown Group Supervisor and Weld As-Built Group Supervisor shall maintain on file a list of individuals approved to coordinate and document "as-builting" activit.ie.s in accordance with this procedure and/or modification activities.

,C.

The Package Flow Group.shall prepare a work package for each individual CTH to be walked down.

The work package shall consist of:

1.

" Traveler Stamped" "As-designed" drawing for individual CTH - two (2) copies.*

S a)

The first copy shall be conspicuously stamped:

" Sheet 1 - For Welding Information Refer to Sheet 2'-

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The second copy shall be conspicuously stamped:

" Sheet 2 - For. Welding Information Only" D.

The Walkdown Group Supervisor shall ensure that as'the

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packages are being~ prepared by PFG, work permits (if required) are obtained for the walkdown, scaffolding is provided, and thermolag is removed whenever this is required by DVG.

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E.

The Walkdown Group Supervisor or his designee will add a Unit

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Q I cable tray hanger design adequacy walkdown checklist (Attachment E) to the as-built package.

This checklist is to

!j be filled out in black ink by the "as-built" walkdown engineer.

The Walkdown Group Supervisor may at his discretion add additional documents to facilitate as-builting, checking, or cadding of the CTH.

F.'

The Walkdown Group Supervisor or his designee will add a TMF (Attachment C) to the package for identification of Type I modifications / reworks.

This form is to be tilled out in black ink by engineering personnel only.

G.

The unique cable tray hanger span sketch number (s) will be referenced on applicable "as-built" CTHs.

H.

The individual CTH's are walked doun and all field verified measurements and/or information shall be recorded on the

" Traveler Stamped" "as-designed" drawing or attachments p

(drawings, sketches, etc.) to the drawing.

Attachments (12" x 17" format) may be added in order to add or clarify "as-built *

• For the 1846 supports and the Table 1 supports which had been walked down and as-built prior to 11/26/85, the sheet 1 and 2 of the drawings utilized for walkdown shall contain as-built information rather than

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solely as-designed information.

They shall be utilized, however, in all i

respect as "as-designed" drawings.

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93 Page 11 attributes.

All attachments will be identified with the f:TP number.

The attachments shall be numbered (i.e., Sheet.1,

. of 1, Sheet 2 Attachment 2 of 5, etc.).

A not e will be added to the drawing near the attribute "For Additional-Information See Attachment x of x".

3.2.2 "As-Built" Verification Attributes A.

The following attributes shall be verified by the Field Engineers:*

1.

Hanger Plumb and Level a.

A hanger shall be considered plumb if it does not deviate from a true plumb condition by more than +2 degrees.

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Levelness tolerance shall be based on member length as given below:

Member Length Vertical Deviat ion (L)

End to'End L -less than 16 in.

1/4 in.

L is 16 in. or greater

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but'less than 4'-0 3/8 in.

-4 L is 4'-0 or greater 1/2 in.

c.

If A and b above are in tolerance the field engint.cr i

will signify by signing and dating the Sheet I dr awing in the vicinity of the key plan in red ink.

d.

If a or b above are not in tolerance the field engineer shall make a sketch (Ref. Para 3.2.1.H) detailing the deviation.

At the discretion of the field engineer, Sheet 1 may be red-lined to show the i

deviation in lieu of a sketch.

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2.

Hanger Location (relative to column lines and/or other l

main plant reference points).

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3.

Elevation:

Top of steel elevation of the lowest l

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horizontal member (excluding braces or mounting plates)

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• The 1846 and the Table 1 drawings of supports walked down prior to 11/26/85 will not require Field Engineering to re-verify attributes previously provided.

The verification of levelness and plumbness is a new requirement and may be documented in the vicinity of the key plan on Sheet 1-with "L&P" and the -first initial and last name of the F.E.

person doing.the work along with the date work was performed.

If any

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attributes are not shown on the drawings or are not available in F.E.

Records then it must be reverified.

An example is that the location of j

some Table 1 drawings is not provided and some elevations are not l

known.

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Page 12 will be recorded.

Only when the member is thermolagged and the top of steel elevation cannot be obtained the elevation of the top of the thermolag on the lowest horizontal member will be recorded and noted as TTL.

4.

CTH Identification Number 5.

Architectural Room, Number 6.

Configuration of CTH attachment as shown in the location plan.

If item 2 thru 6 above are shown correctly they shall have a red check mark entered adjacent to or above the verified attribute.

If shown incorrectly, or the dimensions are not within the tolerances listed on Table 6, the incorrect i.

attribute will have a single red ink.line drawn through the incorrect information and the correct information recorded in red ink above or adjacent to the incorrect information.

Both

~

the correct'and incorrect information shall be cicuded together in red ink and initialed and dated in red ink by the field engineer.

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f The field engineers will identify each CTH by tagging it with

( )

a stainless steel tag with the CTH number permanently stamped on'it.

The tags 'shall be affixed to the CTH with a plastic tie wrap (Note:

In the containment building, the plastic tie

• wrap shall be "TEFZEL" or Engineering Approved Equal.).

"TEFZEL" tie wraps are blue, standard tie wraps are white.

B.

The following attributes shall be verified by the "as-built" walkdown engineers and red-lined on.the appropriate sheet of the " Traveler Stamped" drawing or an attachment to the

" Traveler Stamped" drawing (Para. 3.2.1.H) 1.

CTH Configuration (Configuration as shown in the location

[

plan is the same as shown,in elevation on the drawing.)

a.

Member shape and nominal size as per Table 10.

(NOTE:

If a borderline case exists in identifying the member, then the next lighter shape from Table 10 is to be assigned for conservatism rather than detailing the section.)

b.

Dimension, including addition of required dimensions.

i 1.

Measurement Units - the smallest measurement unit l

the as-built walkdown engineer will use is 1/16".

When measuring and recording dimensions, these dimensions shall be rounded off to the nearest

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TUGCO Civil Structural Engineering 3

TNE-FVM-CS-001, Rev. 5 i,c'.

July 1, 1986 Page 13 g,.

1/16" (except member thickness is to be measured to 1/32 of an inch to establish member size).

Gap is noted only if greater than 1/16", as defined in Para. 3.2.2.B.8.

Tube steel or any closed section member having cover c.

plates used inside containment must have a vent hole.

Verify existence of vent hole.

Record lack of vent hole on the TMF, d.

Indicate the extent of TL/TB per ' Attachment F.

2.

Member Connection Details (Connection to support member) a.

Welds

• 1.

We'iding shall be verified for quantitative a'ttributes as listed below without paint removed,

a.. Type of weld'(fillet, flare bevel, groove, etc.)

b.

Configuration (two sides, all around, etc.)

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c.

Weld length (to be measured)

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1.

All weld lengths other than full length shall have:a weld length specified.

d.

Weld. size (to be measured) e.

Location 2.

The following acceptance criteria will be used to verify welds:

a.

Measurement Units The Table below identifies the smallest measurement units the as-built walkdown engineer will use when as-builting the listed

• Prior programs have indicated that the weld attributes of major importance to design adequacy are the quantitative ones; length, type, size orientation.

Qualitative attributes have not been found to impact design adequacy.

Accordingly, the design adequacy program only addresses quantitative attributes.

However, qualitative attributes, such as lack of fusion, overlap, porosity, cracks, undercut, slag inclusion, etc., will be addressed by QC by visual inspection without

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removal of paint (in accordance with Reference 1-I) and will be verified to the extent that they are accessible and vis,1ble through the paint.

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July 1, 1986 a (g.,

Page 14 weld attributes.

When measuring and recording dimensions of the weld attributes listed in the table below, these dimensions shall be rounded off to the nearest significant unit.

Smallest Weld Measurement Attribute Unit (Significant Unit - Inches)

Fillet Weld Size 1/16 Weld Length 1/8 1/8 Weld Location (for Stitch Weld)

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b.

A fillet weld shall be permitted to be less than the size specified by 1/16 inch for 1/4 (25%) the length of the weld.

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-e The length and location of welds shall be as c.

i specified on the detail drawing.

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d.

Full penetration and partial penetratipn welds

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will have the actual length as-built and in addition the weld throat thickness will be indicated in parentheses as one half the beveled member (s) thickness.

(This is for information to the DvG and not to denote the 4

effective throat thickness.

QC will not verify this attribute.)

3.

If the length or size of the weld as shown on the drawing is incorrect, i.e. it is outside the tolerances specified in 2 above, then the incorrect dimensions shown on the drawing shall be corrected by drawing a red line through them and writing the correct dimension in red ink above or near it.

For fillet weld size, both legs shall be gaged when possible.

When only one leg of a fillet weld can be gaged, the size will be y~

recorded in the welding symbol with an (*) and an arrow indicating the member on which the gaged leg rests.

4.

Each weld joint will be assigned its own unique weld number (numeric cr numeric-alpha) to provide independent traceability.

Weld segments which

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Page 15 are inaccessible, of varing sizes, or which have

. multiple segments, do not require individual joint numbers if the weld can be denoted by a weld symbol for arrow side and other side.

5.

If a weld is not in the correct location or welds exist that are not shown on the "as-designed" y

drawing, the weld symbols shall be altered or drawn with red ink to depict where welds actually

~

exist.

A weld join't number will be assigned if a weld exists at a location which does not have a weld joint number assigned.

6.

A visually accessible weld will also be identified as "IA" (Inaccessible) if there is insufficient base member existing to rest the welding gage on to assure an accurate measurement.

7.

For welds on structural members, when the connecting member does not totally span the member it's welded to, or the memberr are not welded on 90 degree angles relative to each other, (i.e.,

angle braces, etc), the actual weld length shall

~

be entered on the weld symbol.

Any weld length

/

shown as a minimum will be lined out and the 1,

J actual weld length recorded.

Square welds symbols will be used to identify 8.

splice weld connections of structural members and apparent sehl welds of two structural members which exhibit no bevel or end preparation for welding at the time of as-builting.

These welds will be designated as " Seal Welds" in the tail of square weld symbol.

b.

Bolts l.

Size (Diameter) 2.

Quantity l

3.

Type (A307, A325, A449 or A490) (Ref. Table 7) 4.

Spacing 5.

Looseness (by hand without wrench).

c.

Bolt Holes - The existence of unused bolt holes in structural steel (Attachment D) shall be recorded on 1

i s.

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TUGCO Civil Structural Engineerine--

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TNE-TVM-CS-001, Rev'. 5 j

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July 1, 1986

(

Page 16

,1 the Type I Modification Form, TMF, (Attachment C).for every instance in which the following is observed:

1.

Unused holes greater than 3/4 inch diameter.

2.

Used or Unused holes spaced 2 inches or less from 4

a bolt or an unused hole measured center to center.

3.

Two holes (used or unused) located in the same cross-sectional plane (Attachment D).

A cross-section is a section normal to the longitudinal axis of the member.

3.

Support Anchorage 1

a.

surface mounted. plate or angle (size and. thickness) e.

1.

Pre-engineered' embed plates which have a CTH attachment shall have the embed attachment form

.]

(Attachment I) completed and given to the Unit 1 CTH Program Manager.

The cover sheet of the checklist (Attachment E) shall be signed by the

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Unit 1 CTH Program Manager or his designee to indicate receipt acknowledgement. -

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b.

Anchor Bolts I

1.

Type a.

Thru bolts b.

Richmond Screw Anchors i

c.

Expansion an' hors (Hilta Kwik or Super Kwik c

Bolts) 2.

Diameter - Richmond insert diameter may be verified by measuring the head of the L-325 bolts across the flats to determine the corresponding diameter as follows; the bolt head width of a one inch diameter A-325 bolt is approximately 1 5/8",

the' bolt head width of a one and one half inch diameter A-325 bolt is approximately 2 3/8".

I 3.

Material (A325, A490, etc.)

for bolts other than expansion anchors (Ref. Table 7) 4.

Quantity 5.

Location of member with respect to bolts

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6.

Bolt distance from heel of angle or channel, etc.

(Gage "G" dimension) 7.

Expansion anchor bolt projection.

The projection shall be taken from the concrete or concrete topping surface.

DvG shall subtract the topping thickness during design verification to arrive at

. ~.

the true projection..Tive bolt projection should be flush with top of nut as a minimum.

If not, measure and record the distance from top of nut to the bolt.

8.

Expansion anchor bolt length identification 4

marking (Table 9) 4.

Anchor Bolt Spacing Spacing between expansion anchor bolts and/or Richmond a.

inserts on the same fixture.

b.

Spacing between expansion anchor bolts on separate d'

adjacent fixtures if shown on the drawing or if in

+,

violation of. Table 4 requirements.

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Spacing between expansion anchor bolts and embedded c.

plates if shown on the drawing or in violation,of

, j Table 2 requirements.

i "d.

Spacing between expansion anchor bolts and the edge of concrete (including wall and floor penetrations) or abandoned anchor bolt holes or unused expansion anchor bolts if shown on the drawing or in violation of Table 3 requirements.

Spacing between expansion anchor bolts and the heel of e.

the angles used for water tight doors and/or block j

openings if shown on the drawing or in violation of Attachment J requirements.

5.

Tray Clamps Clamp Type (any clamp not in Attachment A and not a.

detailed on the "as-designed" drawing shall have its dimensions comparable to the X, Y, G and T dimensions per Attachment A. detailed by the "as-built" walkdown engineer).

1.

Plate or angle size as applicable and as indicated on the clamp detail of the CTH drawing.

b 2.

Clamps type A and C need no dimensioning.

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TNE-TVM-CS-001, Rev. 5 I

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Bolting (clamp to structural member)

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1.

Bolt material (A307, A325, etc.)

2.

Flat washer and/or bevel washer at mating surface to channel / angle 3.

Diameter 4.

Looseness (by hand without wrench) t Dimensions as shown by the letters on the clamp 5.

details on the CTH drawing..

6.

If gaps shown on Attachment A are exceeded, record the existing conditions on the TMF form (Attachmant C).

e c.

. Welded 1.

Weld size, type, length, location and orientation (Reference para. 3.2.2.B.2.a)

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I 2.

Plate or angle size as applicable and as indicated l %J on the clamp detail of the CTH drawing.

3.

Lettered dimens' ion Y as indicated on the clamp detail of the CTH drawing.

4.

If gaps shown on Attachment A are exceeded, record the existing conditions on the TMF form.

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Boiting (clamp to cable tray) d.

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Quantity

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2.

Diameter 3.

Lettered dimensions (edge / gage distances) as shown on the clamp detail of the CTH drawings.

IfgapsshownonAttachmentAareexceeded,and/or 4.

if washer plate called for in Attachment A is not present, record the existing condition on the TMF form.

6.

Cable Trays a.

Width (W) and depth (D) (Record on drawing as W x D) b.

Location on support O

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c.

Extent of TL/TB around the tray (see Attachment F) d.

If gaps between the cable tray and the supporting member and/or top of the clamp exceed those shown on Attachment A, then record the existing condition on the TMF Form.

7.

Additional attachments to CTH (1/2" dia. grounding cable and fire sensor wires, shall not be verified) a..

Type (e.g., conduit, pipe, etc.)

j 1.

Size

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a.

Nominal conduit sizes Reference Table 11.

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2.

Sup' port no. (if applicable)

.i b.

Span length to next support of the attached item on each side.of the support.

8.

Bearing behind the base plate or, angle

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a.

If no shim is present and a gap greater than 1/16" (within the envelope of 5" X 5" with expansion anchor or anchor bolt at the center) exists between the plate -

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or Angle and concrete surface shall be identified by bolt no. and recorded on the TMF (Attachment C), but will not be shown on the drawing.

i b.

If a shim is installed about the expansion anchor, the presence of the shim shall be noted on the drawing.

I Further.the existence of a gap greater than 1/16" between the shim and the concrete (or the angle) shall be recorded on the TMF (Attachment C) but will hot be 4

shown on the drawing.

9.

Information listed in Para. 3.1.B Items 1 thru 15 are shown on the drawing (excluding items 10,11, 12 & 13).

'l 10.

orientation of beveled washers shall be indicated on the TMF if it is other than the beveled surfaces being in i j]'

washers beveled surface).

contact (i.e. the channel bevel surface mates to the I

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TNE-TVM-CS-001, Rev. 5 g

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3.2.3 Red-Line Process, CAD and Insoection Interface A.

When marking up the "as-designed" drawing

• the following procedure shall be followed by the "as-built" walkdown team.

1.: The tolerances listed in Table 5 are to be used for verification of dimensions after the as-built walkdown engineer has completed the initial walkdown.

The as-built walkdown engineer will record on the drawing only-the actual dimensions measured.

Tolerances listed on Table 5 will not be implemented during the red-line 1

prccess.

On sheet 1 of the "as-designed" drawing-all dim:asions shall be checked.

'All attributes other than j -..

welding will be recorded and verified on sheet 1.

d i

Correct dimensions and correct attributes will be a.

identified by entering a check mark with..graan ink, 1

adjacent to, or above the "as-designed" dimension i

"i and/or attributes being careful not to render the dimension and/or attribute illegible.

j b.

Incorrectdimensionsandincorrectattr5.buteswill I

have a single line drawn through the "as-designed" m.

dimension and/or attribute and the "as-built" e.

4 dimension and/or attribute shall be entered adjacent-L to the "as-designed" dimension and/or attribute and both entries will be clouded together.

These entries I'

shall all be in red ink.

Blank dimension lines of any dimensions required are c.

to have the actual dimension recorded by the "as-i built" walkdown engineer in red ink.

3 d.

Dimensions that are shown as minimum and/or maximum will have a single line drawn through the "as-i designed" dimension and the min./ max. notation and shall have the actual dimension recorded adjacent to the "as-designed" dimension.

The "as-designed" and j

actual dimensions shall be clouded together in red ink.

Required informatio'n not shown on the "as-designed" e.

drawing shall be recorded on the drawing or on an attached sheet (11" x 17" format).

These entries shall be in red ink.

• Throughout this section, for the 1846 and Table 1 walked down supports walked down prior to 11/26/85, it is understood that "as designed" refers to a clean CAD preliminary as-built to be updated via the red-line l

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process.

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TUGCO Civil Structural Engineering

'M TNE-FVM-CS-001, Rev. 5 July 1, 1986 ff, Page 21 f.

Inaccessible dimension and/or attributes shall have an "IA" entered adjacent to the "as-designed" dimension and/or attribute and both shall be clouded together.

These entries shall be in red ink.

.g g.' All embedments shown on the "as-designed" drawing shall have a single line drawn through the embedment call out.

Information as shown in the " Concrete Bolt Table" shall be entered in red ink.

h.

Supports having thermolag and/or blanket' insulation l..

shall be identified by ballooning the area that is covered and entering a "TL" or "TB" as applicable in the ballooned area. These entries shall be in red ink.

The location of the cable tray on the support, the overall width of the ".2L".mr "TB" covering the cable tray, the height of the tray and the extent of thermolag covering the support members are the only dimensions required to be obtained and rec,orded (Attachment F).

i.

Items that are not requ' ired to be on the final "as-I'

- h -)< -

built" ' drawing shall be deleted from the "as-designed" drawing by having a single line drawn through the item being deleted.

(See Attachment E for a listing.of items that are to be deleted.)

• Deletion of Attachment E items and any other items designated to be deleted by the Unit 1 CTH Program Manager may be deleted by either ENY or Site CAD to facilitate. consistency.

j.

The cable tray span sketch number will be added to the CTH drawing in the space provided.

i k.

All accessible dimensions with tolerances listed shall, have a single line drawn through the dimension and i

tolerances and the actual dimension entered adjacent to the lined out dimension and both shall be clouded together.

These entries shall be in red ink.

All inaccessible dimensions with tolerances shall be handled as in' f. above with the tolerance being treated as an attribute.

2.

On sheet 2 of the "as-designed" drawing all weld attributes, (i.e. type, dimensions, locations), shall be checked for compliance in accordance with the provisions of section 3.2.2.B.2.a and all its subsections.

3.

Depending on the condition of the " red-lined" " Traveler I

Stamped" drawing after the walkdown has been completed it

()

may be necessary to transfer the information to another e

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TNE-FVM-CS-001, Rev. 5 1

July 1, 1986 Page 22 zu copy of the "as-designed" drawing for clarity.

This will be done at the discretion of either the CTH Walkdown Group Supervisor or Held As-Built Group Supervisor or their respective designee depending on which sheet is affected.

If a transfer copy is necessary, the transfer copy and the original field copy of the " red-lined" drawing will be returned to the walkdown engineer of record, each dimension and/or attribute shall be checked for accurate transfer, and the walkdown engineer shall document verifications the same way as on the original.

4.

During the ongoing red-line drawing preparation process, the accuracy of the measurements and transfer of

,l..

information to the drawing shall be selectively checked j

by members of walkdown teams other than the originating i

team and by an overall surveillance group.

5.

After the redline process is complete the walkdown team members will sign and date and put their respective badge number in the availabli space above the tltle

' ;I block.

The walkdown group supervisor or his designee will have final responsibility for drawing completion.

t

! (4, B.

After the walkdown team has completed the "as-built" red-line

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h (either a colored zerox copy or a xerox copy with changes

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and/or additions to the drawing high-lighted in fluorescent green) it shall be submitted to CAD.

+

1.

CAD-ENY shall transfer all red-line data to a " preliminary as-built" drawing.*

The rev. description block shall be l.

designated " Issued For Inspection" and the revision ii changed to the next higher revision number.

This revision is not design verified.

I 2.

The drawing shall be checked for completeness and accuracy i

and signed in the " Checked" box by the checker.

The drawing shall be approved by the CAD supervising engineer.

l (Note:

The " preliminary as-built" is not a design verified drawing.)

• For the 1846 CTH's and the Table 1 CTH's walked down" pr or L.,

to 11-26-85 which will be rewalked under the present program the " red-line" drawing will be created from a clean CAD drawing which already represent either " preliminary as-built" or a " Final As-Built".

Thus for these supports the preliminary as-built will be an updated as-built drawing.

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rNE-rvn-Cs-col, nev. 5 y.

July 1, 1986 Page 23 3.

The prepared and checked " Issued For Inspection" drawing shall be submitted to the CTH Unit 1 Program hanager for distribution for QC Field Verification.

The Package Flow Group shall prepare a work package a.

fo'r each individual CTH to be verified by QC. -The

~

work package shall consist of:

1.

Drawing designated "Issu'ed For Inspection" -

Two (2) copies stamped:

"This Document'To Be Used Only In Conjunction a.

With operation Traveler #

Date NOTE:

IR number entered in lieu of 4peration

.{

Traveler 4.

i 2.

Inspection report individually numbered.

C.

The QC inspector will verify the measurements and attributes as shown on the " Issued For Inspection" drawing in accordance with the tolerances listed in Table 5 and Reference 1-A.

Dimensions and/or attributes denoting thermolagged and/or thermoblanketed components will not be verified.

, t i

When no discrepancies are encountered between engineering.

a.

and QC measurements, the " preliminary as-built" drawing shall be sent to CAD for reissue as the "As-Built" drawing and to DVG.

The "As-Built" drawing shall be sent

.to DVG.

b.

Discrepancies between QC measurements and the " preliminary as-built" drawing shall be identified on the inspection report.

Resolution of discrepancies between QC measurements j'

and " preliminary as-built" data shall be resolved by:

i*

1.

Reviewing the red-line drawing to assure that the discrepancy is not due to incorrect transfer of 3

(*

information, or typographical errors or omissions from CAD, and j

2.

evaluation of the discrepant attributes by engineering and QC.

If resolution of the discrepancies require revision of the c.

preliminary as-built drawing, the revision shall be performed by CAD and the rev. description block shall be designated "As-Built" and revision changed to the next higher revision number.

The "As-Built" drawing shall be transmitted to DVG for evaluation.

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TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 s

.i July 1, 1986 1

'O Page 24

,. Y.

3.3 "AS-BUILT" DESIGN VERIFICATION AND ' PREPARATION OF "AS-BUILT"---

2 (FINAL) DRAWINGS A.

The red-line drawings and the cable tray hanger span sketches along with the appropriate filled data sheet are reviewed in the design verification process.

4 t'

B.

If no design modifications are indicated by the design verification process, DVG shall sign of f the "as-built" I

drawing as the final drawing - closed Revision.

If design ~

modifications are indicated the process of creating the i

" Approved for Construction" drawings shall be followed.

(Reference paragragh 3.5) DVG shall forward the originals with one (1) set of copies of the final "as-built" drawings to the e

Unit 1 CTH Program Manager.

C.

Information identified and verified by DC on the Preliminary "As-Built" drawing as inaccessible ("IA") will be handled as follo'ws :

1.

DVG will identify what "IA" information is essential for design verification and request the Unit 1 Program Manager. to obtain that information.

1 2.

The Unit 1 Program kanager or his designee will complete

/

the Engineering portion of the " Construction Operation Traveler 35-1195" (Attachment K) and transmit it to PFG for processing.

E i.

3.

On the traveler each operation will have an " Inaccessible Item" block for engineering to list the inaccessible item and a "QC Resolution" block for QC to explain how the item was resolved.

Items will be resolved in one of the following methods:

i I

a.

QC/QE will do a review of historic.61 documentation l'

to de~termine if that item has been previously accepted.

If historical documentation exists and is specific, QC shall close that step on

. the traveler and list all applicable historical documentation used for acceptance in the space

!i provided for QC resolution.

1-'"

b.

If craft renders an item accessible for inspection, j

QC will perform a field verification, record pertinent information in the space provided for QC resolution, and close the step on the traveler.

c.

When no historical documentation exists and craft is not able to render the item accessible for field verification without major rework, QC

()

will document the situation on an NCR.

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TNE-FVM-CS-001, Rev. 5 July 1, 1986 (7,

Page 25 3

3.4 MODIFICATIONS OF CTH 3.4.1 Types of Modifications t

Modifications that do not easily lend themselves to resolution by engineering analysis i

(Type 1) shall be recorded on the Type 1

}

Modification Form (Attachment C) by the walkdown engineer in black ink.

There is no need to record the condition on the marked up

."as-designed" drawing since that ' drawing already reflects the configuration as if these modifications have been performed.

(Note:

Type I discrepancies shall be documented by the QC inspector during the verification process in accordance with l

• Reference 1-A.)

Any discrepancies identified by the walkdown J.

engineer on Attachment C but not identified by QC will be resolved jointly between QC and the As-Built Group.

The same applies for type 1 modification identified on the IR but not listed on the TMF g

by the walkdown anginaar.)

Type 1 Modifications of CTH"5 are required when any.cf the following conditions exist.

The modifications will be performed and documented. (Reference 1-C) l '~ '

Type 1 Modifications are as follows:

.i 2

j 1'

,_'.J A.

Bearing Behind the Base Plate or Angle - gaps greater than 1/16" as described in article 3.2.2.5.8 shall be corrected by

! 'ij grouting.

(Reference 1-D) a B.

Washer Orientation - if beveled washers are found incorrectly

!g; installed, their orientation shall be corrected. (Reference 1-j j C).

C.

Unused Concrete Bolt / Anchors and, Holes Violating Spacing t

Criteria - any and all deficiencies will be repaired (Reference 1-B).

W j

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Incorrect installation of structural bolt types and bolts for Richmond inserts shall be corrected (Reference 1-C).

i i

E.

Bolt Holos in Structural Steel - One of any two (2) holes L

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in structural steel which are located less than 2" on center shall be filled with weld metal.

Unused holes in the same

!j cross-sectional plane as used holes shall be filled with weld natal.

i No more than one unused hole may remain unplugged in any cross-section having unused holes only.

Any unused hole larger than 3/4" diameter shall be filled with weld metal.

3" All other unused holes may remain unplugged.

A cross-section is a section normal to the longitudinal axis of the member.

Bolt-hole plugging shall be performed in accordance with a

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approved work package (Reference 1-C).

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l TUGCO Civil Structural Engineering

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TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 26 F.

Loose Bolts - any bolts found loose shall be tightened and, if required, torqued (Reference 1-C).

G.

Vent Holes - provide vent hole in any closed sections in the containment building. (Reference 1-C)

H.

Cable Tray Clamp Gaps - any gap in excess of the maximum allowable gap as shown on Attachment A shall be corrected (Reference 1-C).

I.

Cable Tray Gaps - any gap in excess of the maximum allowable gap as shown on Attachment A shall be corrected (Refer.ence 1-C).

J' J.

Missing Washers on Hilti Bolts l

3.5

" APPROVED FOR CONSTRbCTION" DRAWINGS

~

~~

i.

A.

" Approved for Construction" (iFC) drawings shall be generated and processed as follows:

1.

DVG shall design required modifications other th'an Type 1, for the affected CTH.

A constructability review shall be performed on site and any interferences or

• ' - ~

constructability problems shall be noted on the drawing and returned to DVG fo'r evaluation,and/or incorporation.

2 AFC drawings will be developed by CAD-ENY for required modifications based on information provided by DVG.

CAD-ENY shall initial the drawn and checked columns of the title block as shown in Figure 3.

3.

AFC drawings shall be forwarded by CAD to the appropriate design verification group (original plus one (1) copy).

DVG shall approve the drawings by initialing the column marked " Approved" and forward the original with a copy to Unit 1 CTH Program Manager.

4.

The Unit 1 CTH Program Hanager shall forward the AFC drawince to DCC.

S.

Modifications will be performed and documented by construction personnel in accordance with Reference 1-C.

6.

Following implementation of the modification, QC shall inspect the CTH for compliance with the AFC drawing.

Any deficiencies shall be reported by QC using existing.

approved site procedures.

For deficiencies requiring a

, (;

drawing change the AFC shall be revised by CAD.

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• f TNE-FVM-CS-001, Rev. 5 p

July 1, 1986

.f.,

Page 27 Incorporating the resolution to the QC deficiencies the i

Unit 1 CTH Manager shall transmit the revised final "as-built" to DCC.

3.6 QC " FINAL AS-BUILT" VERIFICATION 3

" Final As-Built" verification will be performed in accordance with Reference 1-A.

The " Final As-Built" verification by QC.can be either a documentation review,* if no physical modifications were required, or a final inspection of the modified support. To signify to QC that the attribute can be left as IA on the d -"

final as-built, but that engineering has satisfied itself that the support is OK, the letters EA (Engineering Accepted) shall be placed in parenthesis next to the IA on the FAB.

.i similarly, when historical information is used, the letters HR should be placed in parenthesis next to the.IA.

. Discrepancies

.equiring drawing revision for resolution will be processed

);,

via site CAD and DVG and QC for final approval.

NOTE:

This cycle is repeated until the support is accepted by QC.

3.7 VERIFICATION DOCUMENTATION D '4!-

• A.

The Design Verification Group shall send all calculations l

[

performed in accordance with reference 1-E as part of i

the design verification proce,ss, or the design modification process to TNE QA in accordance with Reference 1-J.

B.

The Unit I Program Manager shall send to TNE QA in accordance i

with Reference 1-J the following documents generated in conjunction with the walkdown process:

1.

\\

Cable Tray Hanger Span Sketches

[

2.

Type I Modification Forms i

s 3.

CAD "As-Designed" Drawings 4.

Red-Line Drawings I

c; 5.

Final "As-Built" Drawings 6.

Cable Tray Fill Data Sheets e

k l

• The documentation review shall be performed utilizing the CTH package 1

received from PFG containing the As-Built CAD, the Q.C. original j

Preliminary As-Built, and all inspection or records review performed against these drawings.

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l TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 J h July 1, 1986

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Page 28 V

3.8 FLOW OF DRAWINGS / PACKAGES The flow of packages shall follow the activities described in Figure 1.

Drawings and other documents shall be transmitted as follows:

{

l.

As-Designed Drawings The as-designed drawings shall be transmitted from CAD-ENY to the Unit 1 CTH Program Manager / Records Control.

For the CTH's listed in Table 1 the Unit 1 CTH Program Manager shall send to CAD-ENY the existing final as-built drawings with instruction to prepare drawings to be " issued for walkdown".

CAD-ENY shall transmit th's latter back to the Unit 1 CTH ProJram Manager / Records Control in a manner identical to the transmittal of as-designed drawings.

The Unit 1 CTH Program Manager / Records Control stall transmit the as-designed drawings to DCC via a cover memo which provides detailed instructions regarding the number of

" Traveler Stamped" and "O&E" copies to be made and for whom j.,...

DCC shall forward the drawings to PFG for packaging and distribution to Field Engineering.

Field Engineering shall j

return the package to PFG.

PFG shall transmit packages

(,_

i completed by F.E. to the Unit 1 CTH Program Manager / Records Control.

Unit 1 CTH Program Manager / Records Control issues the packages completed by Field Engineering to the Walkdown j

Group Supervisor for distribution to the walkdown teams.

2.

Red-line (Preliminary As-Built) Drawings Following completion of walkdown the individual CTH packages

• l are returned to CTH Records Control.

The Unit 1 CTH Program Manager / Records Control assures that copies, as required are i

1 made of the red-line drawings.

The original red-line drawings are returned to PFG, and the required number of copies of the package shall.be transmitted to CAD-ENY for preparation of the

" issued for inspection" drawings.

Copies as required may be sent to various groups for information purposes.

During the time between when the package containing the " Traveler Stamped" drawing is received (Sheet 1 and Sheet 2 and the checklist) by As-Built Records and when the red-line is transmitted to CAD (NYO or Site) at the ccnclusion of the program the Unit 1 Program Manager shall see that the drawings and packages are processed in a manner consistent with good engineering practice.

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TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 29

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CAD-ENY shall return the " issue for inspection" drawings to Unit 1 CtB Program Manager / Records Control who shall then transmit them to DCC via cover meno.

The memo shall specify the number and type of copies to be made and for whom.

DCC shall issue the drawings to PFG for packaging and transmittal to QC.

At inspetion completion, QC shall return the package, containing all drawings and completed inspection reports to PFG.

PFG shall transmit completed packages to Unit 1 CTE Program Manager / Records Control.

Packages are then given to walkdown group to ascertain satisfactory status.

{

Required number of copies of satisfactory packages will be sent to ENY and originals will be returned to PFG.

Unsatisfactory items will be resolved with QC, then packages will be handled in an identical manner as satisfactory packages.

Any package containing unsatisfactory attributes in the inspection reports shall be held by the Unit 1 CTE Program Manager until the unsatisfactory items are resolved with QC.

Following resolution of any unsatisfactory items, the originals of all the packages shall be returned to PFG, and the required number of copies shall be transmitted to ENY for l

preparation of the "as-built" drawing and subsequently to DVG

()

for design verification.

j (j 3.

As-Built Drawings I

Design Verification (DVG) shall either approve the as-built

' drawing or recommend modifications.

If the as-built drawing is approved, it shall be transmitted to the Unit 1 CTH Program

' Manager / Records Control, for transmittal to DCC via cover memo DCC will transmit one controlled copy of the drawing to PFG which in turn shall prepare the package for final QC check.

Following final QC check, the package shall be returned to PFG for vaulting.

4.

Approved for construction Drawings.

If modifications are necessary, the recommended modifications following constructability review, shall be incorporated into an AFC drawing which shall be transmitted from DVG to the Unit 1 CTH Program Manager / Records Control.

The latter forwards the drawings to DCC via cover memo detailing number and type of copies and distribution requirements.

PFG upon receiving the AFC drawing from DCC shall prepara a package for Craf t.

Completion of craft work shall be followed at the proper stages by QC inspection.

The inspected, completed oackage shall be returned to the PFG.

Packages with discrepancies between as-built conditions and the " Approved for Construction" drawing as documented on the IR's, shall be sent to the Unit 1 CTH Program Manager for reconciliation.

Non-discrepant packages shall be vaulted.

4 e

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1

i TUGCO Civi1' Structural Engineering THE-FVM-CS-001, Rev. 5 July 1, 1986 Page 30 The package flow described herein is the normal manner in which packages will be handled.

There may be instances in which this normal flow path can be altered.

In those instances the cover memos issued by the Unit 1 CTE Program Manager to transmit the drawings or 4,

packages shall contain a detailed explanation of the reason for departure from the normal flow path and shall provide clear instructions for expeditious reestablishment of the normal flow path.

This is illustrated by the following:

It shall be permissible for DCC/PFG to issue as-designed 4

drawings to the Walkdown Group instead of to Field Engineering, provided that the cover memo transmitting those drawing specifies that this is to be done and provides further instruction that upon return of the red-line drawing, those i

must next be sent to.Elaid.Enginaaring.

i 3.9 CABLE TRAY SPAN WALRDOWN AND PREPARATION OF CABLE TRAY HANGER

}

$ PAN SKETCHES (Cin-1-SL-XXXX)

I 3.9.1 Preparation for Walkdown

^

The process of walkdown and preparation of cable tray hanger span sketches is. described as follows:

A.

The Walkdown Manager 'shall initiate and coordinate the j

walkdown of the cable trays by the cable tray span walkdown teams.

t B.

The Walkdown Manager shall maintain on file a list of I

individuals approved to perform cable tray span walkdowns.

j C.

Design documents used for the cable tray span walkdown are as follows:

i 1.

Brown & Root Map Drawings (rsE-XXX series Drawings) 2.

Gibbs & Hill Electrical Tray Layout Drawings (2323-El-1 0500, 0600, 0700, and 0800 series Drawings).

-i 3.9.2 Cable Tray Hanger span sketches And Walkdown i

A.

Cable tray hanger span walkdown teams, consisting of two or more cable tray span walkdown engineers, will perform a walkdown and either red-line a print of the applicable G&H electrical tray layout drawing and/or prepare a field sketch with the following information as listed below, in accordance with CTH-1-SL-Legend Sheets, no. 1 and no. 2 (see Attachment G):

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TUGCO Civil Structural Engineering I

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.TNE-FVM-CS-001, Rev. 5 July 1, 1986

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.Page 31 1.

Cable tray configuration 2.

CTH configuration in relation to the cable tray 3.

CTH identification numbers a

4.

Identify support function (longitudinal, transverse,

~

multidirectional or structural framework and note on the sketch with an L, T,.M or F respectively).

5.

Indicate portions of the cable tray that are thermoblanketed and/or.thermolagged by ballooning the area h-that is covered and entering a "TB" or "TL" respectively in the ballooned area.

.t j

6.

Identification'of multiple trays on the sketch when

'{

applicable.

7.

And all other pertinent information as indicated on Attachment G.

B.

The information obtained during the walkdown will be J"

transferred to a "B" size sketch (11" X 17" format).

In

(( _ -

addition the sketch shall also show the following:

j 1.

Blank dimension lines for all required dimensions.

I' 2.

Blank degree of angles for all required angles, as listed belows The angle of the CTH in relation to the cable tray.

a.

b.

Horizontal and/or vertical changes in the direction of the cable tray.

3.

Designated work points (W.P.) (Reference Attachment G) i 4.

A match line with the continuation sketch number when applicable.

5.

Reference drawing numbers of the GsH drawings and map drawings used to develop the sketch.

C.

The field engineers shall obtain and record on a copy of the cable tray hanger span ' sketch in red ink (which may be either hand drawn or CAD generated) the following required information (as denoted or as shown on Figure 4 and/or Attachment G):

Ox Dimensions (to the nearest inch) 1.

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l TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 i.

July 1, 1986 Page 32

• i:,

2.

Angles Vertical and horizental cable tray offsets.

a.

b.

Orientation of CTH in relation to the cable tray (record all angles other than perpendicular to the

[

cable tray.)

3.

Tray Designation Numbers 4.

Check mark at standard cable tray 45 degree and 90 degree i

fittings (and) record deviations in excess of 5 degrees i

(+ 5 degrees).

For cable tray offsets other than -

s'tandard fittings the actual angle shall be recorded.

5.

Limits of thermolagged and/or thermoblanketed cable tray shall be recorded as' follows (see Attachment F):

a.

Nominal (+3/4") width and depth measurements of thermolag and/or thermoblanket over cable trays.

b.

Termination of thermolag and/or thermoblanket located from an identified fixed point (i.e., CTN).

i

-i I

e6 Location and change in nominal dimension of thermolag c.

I~

and/or thermoblanket width.and depth.

.D.

The marked up cable tray hanger span (CTH span) sketch will be returned to engineering to have all dimensions and/or i

attributes incorporated on the CTH span sketch.

E.

CAD will generate a sketch incorporating all obtained information and return the CAD generated and the hand drawn CTH span sketch to engineering for checking.

F.

The CTH Unit 1 Program Manager shall sign the CTH span sketch and forward it to "as-built" records control group (Figure 1).

G.

Each cable tray hanger span sketch shall be assigned a sketch number and shall be numbered consecutively.

The sketch numbers shall be as follows:

1.

CTH-1-8L-1000 (series) - Reactor Building 2.

CTH-1-SL-2000 (series) - Fuel Handling Building 3.

CTH-1-SL-3000 (series) - Control Building

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TNE-FVM-CS-001, Rev. 5

.i July 1, 1986

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4.. CTM-1-SL-4000 (series) - Safeguards Building l

5.

CTH-1-SL-5000 (series) - Diesel Generator Building 6.

CTM-1-SL-6000 (series) - At$xiliary Building 5

d 7.

CTH-1-SL-7000 (series) - Duct Banks (Manholes)

Each cable tray' hanger span sketch which has a match line will show the sketch number of the continuation sketch.

3 H.

Distribution of cable hanger span sketches will be as j

follows:

4 "'

)

1.

Prints, as needed,.will be sent to design verification i

! '.1 groups.

i.

2.

The original sketch will be retained by the Unit 1 CTH ii Program Manager.

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REFERENCE DRAVINGS REFERENCE DRAWillGS 2323-El-0801-00-S R1 2323-El-0801-00-S R1 2323-S-DI11 R2 LDEleIL_tSL_

2323-S -0I11 R2 LDEleIL t2.______________

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c DESICN VERIF5 CATION BY DESICN VERIFICATION BY i

or EBASCO SERVICES INC.

ot IHFELL CORPORATION.

Lee:

on ISSUED FOR INSPECTION.

ISSUED FOR INSPECTION.

8 ot G & H APP 110VED FOR C & H APPHOVED FOR Y b D $(IING REVISED TD flWhR(IINGREVISEDTO INCLUDE Tile CONTENTS OF:

1-INCLUDE THE CONTENTS OF

)

FSE-00159-G926 REY.d.

FSE-00159-G926 REY.A_.

FSE-00235 IMAPI.

FSE-00235 (MAP).

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.l CMC-93238 REY.1 DCA-6930. REY.D_.

CHC-93238 REV.1 l

co DCA-693D_ REV.D_.

en 2-

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[,",,0y REMARKS

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$",07 REMARKS part om cus TEXAS UTILITIES TEXASSTILITIES 2

.ii.EE,E GENERATING CO.

GENERATING CO.

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a AS-DESIGNED ( REY. 0) BY CIDOS & HILL INC.

AS-DESIGNED (REY.01 BY: CIBBS & HILL INC.

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AS-DUILT DY: EDASCO SERVICES INC.

l AS-DUILT,BY IPPELL INC.

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,1 FIGURE 4 July 1, 1986 V

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TABLE I UNIT $1

• CABLE TRAY HANGER SAMPLE WALKDOWN (451)

REACTOR BUILDING

?

CTH-1-47

' CTH-1-5918 52 5919 55 5981 1

57 5993 232

. 5994 i

233 5995 237 6054 i

1184 6.056 1185 6057 1333 l

6058 1814 6059

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l 2359 6521 2360 6522 t

4746 6523 4747 6524 5453 6580 5471 6584 5475 6618 5486 6627 i

5495 6638 5753 6644 5754 6836 5773 5776 5813 5842 5875 5876 5886 5911 5912 5917 5978 5985

,5986 This List contains CTH's within the Unit #1 Scope of work.

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TUGCO Civil Structural Engineering s/ :'

TNE-FVM-CS-001, Rev. 5 l

July 1, 1986 Page 39

-s TABLE I (Continued)

~ DIEEEL GENERATOR BUILDING CTH-1-2025 CTH-1-2123 2026 2124 2027 2125 2028 2144 2029 2145 2030 2226 2031 2236 2032 2244 l

2033 2501 7

2074 2502 2075 2503 2076 FUEL BANDLING BUILDING I

CTH-1-1718

1. CTH-1-6937

'~~

i 1719 6940 l

1720 6941 l

1721 6942

=

1722 6943 1842 6944 1849 6946 1862 6947 1864 6952 1944 6953 1947 6954 1957 6955 1978 6956 6935 6961 6936 6964 CONTROL BUILDING CTH-1-7194 CTH-1-7200 7195 7201 e

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-r TNE-FVM-CS-001, Rev. 5' l

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July 1, 1986

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TABLE I (Continued)

SAFEGUARDS BUILDING CTH-1-203 CTH-1-2509 204 2515 205 2526 206 2546 216 2551 220 2552 4--

• 221 2586 244 2587 245 2600 247

~

.2662 252 2726

256, 2731

~

259 2738 261 2792 262 2830 263 3149

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264 3155 i

265 3608

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269 3609 283 3612 284 3613 638 3618 647 3619 717 3630 718 3631 777 3632 882 4719 886 4720 8.87 4844 888 4887 889 5257 890 5258 892 5281 1374 5432 1432 5433 a

1449 5434 1516 5435 1534 5436 1633 5437 1987 5438 1988 5439 2152 5584 2162 12491 2163 12575 2277 12581 2278 13200

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TNE-TVM-CS-001, Rev. 5 j

July 1, 1986

[CZ '-

Page 31 TABLE I (Continued)

AUXILIARY BUILDING

.p CTH-1-43 CTH-1-1609 CTH-1-4989 148 1614 4990

'149

'1615 5018 150 1619' 5026 172 1620 5048

- 173 1621 5049

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174 1678 5115 198 1692 5201 199 1693 5234 333 1880 3235 362 1883 5303 426 1889 5324 452

'i 1919 5365 485 1923 5605 fi 486' 1926 5658 487 1927 5668 493 1939 5705 498 1940 6066

*i 500 1941 6067 4

517 2158 6068 518 2349 6069 537 2350 6087 547 2351 6088 i

568 2784 6089 579 2925 6099 1004 2956 6130 1015 3013 6134 1122 3019 6149 1123 3020 6153 1130 3114 6154 1132 3115 6170 l

1136 3116 6171 l

1242 3118 6172 I

1244 3119 6275 1245 3355 6302 1253 3945 6315 1254 3948 6316 1255 3950 6321 1256 4728 6322 1259 4729 6323 1260 4730 6324 1261 4894 6344

(

1396 4917 6345 1399 4919 6346 1608 4988 6368 i

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TUGCO Civil Structural Engineering

,,,?3 TNE-FVM-CS-001, Rev. 5 A

July 1, 1986 Page 42 l

V i

TABLE I (Continued)

AUXILIARY BUILDING 1

CTH-1-6371 CTH-1-6802 6372 6803 6382 6804 6410 6854 6411 6855 6412 6861 6413 6863 6432 6864 6448 6865 6449 6866 6450 6899 6451 7106 6452 7184 6453 7185 6456 7186 6457 7205 D,

6458 7206

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6465 7207

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6477 12600 6478 12608 t

6482 12632 i

6483 13008 6669 13014 6774 13056 6775 13084 6776 13085 6779 6780

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, July 1, 1986 s

• Page 43 T;E E 2 MINIMN CLEARANCES k0 EMBkDDED PIRES

,1.

Where embedded steel plates are unoccupied by attachnents for a mini== distance of 12 inches on botn sides of a proposed Hilti Bolt locatimi, the center of the bolt may be as close as practical to edge of the plate without damage to plate.

2.

Where the embedded steel plates are occupied by attachments within mini== distances shown above, the minimum clearance to Hilti Anchors shall be as follows:

Hilti Anchor Nelson Stud Edge of Plate Size to Hilti Anchor to Hilti Anchor o'

1/4 5 1/4 3 3/4 3/8 5 7/8-4 3/8.

1/2 6 1/2 5

5/8 71/8 5 5/8 3/4 73/4 6 1/4 1

9 7 1/2 t 1 1/4

'101/4 8 3/4 Dimensions are in inches.

t i

1-Distance measure with reference to center of bolts and studs.

Nhere location of the nearest Nelson Stud can be determined from the "S" stamps on the embedded steel plate, the minia n center-to-center clearance to the Hilti Anchor as shown above shall govem. Where location of the hearest Nelson Stud cannot be so determined, the minimum clearance to " Edge of Plate as shown above shall govern.

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TUGCO Civil Structural Engineering '

TNE-FVM-C5-001, Rev. 5 8

July 1, 1986

,. s Page 44

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TABLE 3

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MINIMUM BOLT CLEARANCES *

(INCHES)

MINIMUM DISTANCE TO Abandoned Hilti Bolts Richmond or Holes and Hilti Bolt Size -

Screw Anchors *

' Concrete Edge

• Embedded Anchor 1-inch 1 1/2 inch Bolts that are cut Off**

1/4

'7 5/8 12 1/4 1 1/4 1/2 3/8 8 1/4

.12 7/8

.1 7/8 3/4

~

1/2 8 7/8 13 1/2 2 1/2 1

5/8 9 1/2 14 1/8.

3 1/8 1 1/4 3/4 10 1/8 14 3/4 3 3/4 1 1/2 n

1 11 3/S 16 5

2 1 1/4 12 5/8 17 1/4 6 1/4 2 1/2 P-y, Measured center-to-center of bolts and bolt center-to-edge of

~

concrete in inches.

Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled (e.g., pilot hole spacing is based on pilot bit size).

I:

l Locations closer than the above distances are appropriate only with approval of the engineer.

Hilti bolts may be installed as close as practical to unused Richmond Screw Anchors which have been plugged (i.e., grouted, Richmond screw-in plug or snap-in plug, etc.).

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• TNE-FVM-CS-001, Rev. 5

.l July 1, 1986

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Page 45 8

'D ELE 4-MINIMUM SPACING BEI1/EEN RILTI EIPANSION BOLTS j

Rilti Bolt

_ CENTER-TO-CENTER SPACINC TO:

_ Size 1/4" 3/8" 1/2" 5/8" 3/4"

-1" 1 1/4" I

1/4,

2 1/2 3 1/8 3 3/4 4 3/8 5

6 1/4 7 1/2 5/16 2 13/16 3 7/16 4 1/16 4 11/16 5 5/16.6 9/16 7 13/16 i

3/8 3 1/8 3 3/4 4.3/8 5

5 5/8 6 7/8 8 1/8 1/2 3 3/4 4 3/8 5

5 5/8 6 1/4 7 1/2 8 3/4' 5/8 4 3/8 5

5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5

5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 i-7/8 5 5/8 6 1/,4 6 7/8 7 1/2 8 1/8 9 3/8 10 5/8 1

6 1/4 6 7/8 7 1/2

~8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/2 2

Dimension in inches The minimum spacing outlined in the above chart applies to Hilti bolts detailed on separate adjacent fixtures.

i Hilti bolts detailed on an individual fixture drawing may have less than the minimum spacing tabulated above. Such fixtures have been derated by engineering Justification and are the responsibility of the organization issuing the respective fixture drawing.

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TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5

- s July 1, 1986 3

pl, Page 46 TABLE 5 MEASURE!!ENT AND INSPECTION TOLERANCES A.

All dimensions associated with total member lengths, or membe'r sectional lengths to intersection with other members unless otherwise specifically noted in this table.

1..,13/4" For Dimension up to and including 5"-0" 2.

+1" For Dimension Greater than 5 '-0" and less than or equal to 10'-0 t

3.

1 1-1/2" For Dimension Greater than 10'-0" 1

Members are defined as channels, angles, I-beams which are utilized

for the posts, tiers, braces or base anglas of the CTH supports.

Examp~1as of dimensions to which these tolerances apply are denoted as dimensions "a" in Attachment F.

l B.

Modified Structural Shapes, Field Cut Plates, Etc.: 11/8".

]

C.

Work Point dimensions as indicated in the examples designated'as "c" I

in Attachment F:

+1".

1 j

D.

Cable tray related dimensions:

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s 1.

Transverse Location of Cable Tray 12" (see example dimension d2 in Attachment F)

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E.

The End Distance From Centerline of the Bolt to the end of the member: +1/2".

(see dimension "e" in Attachment F) except for clamps for which the end distance from centerline of bolt to the end of the member is i 1/8".

F.

Gage Distance: (see dimension "f" in Attachment F) 1.

Angle 11/4" (For angles used in clamps the tolerance is i 1/8" 2.

Channel 11/8" G.

1.

A 11".

Tolerance is Permissible in Locating:

Hilti Bolt Spacing Hilti to Richmond Screw Anchor Richmond Screw Anchor Spacing (see dimension "g" in Attachment F) 2.

1/8" tolerance is permissible in locating structural bolt to

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structural bolt.

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.s TUGCO Civil Structural Engineering

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,f TNE-FVM-CS-001, Rev. 5 M...

July 1, 1986

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Page 47 4

TABLE 5 (Continued)

MEASUREMENT AND INSPECTION TOLERANCES c

H.

Projection of Expansion Anchor:

+3/8",,with minimum of Flush With Top of Nut.

(see dimension "h" iii Attachment F)

I.

Thickness of members. and/or plates: 11/32" 4--

J.

Edge distances and overlaps between members, plates, welds, concrete corners etc. shall be as follows:

1.

Member edge distance and overlap (see dimension "J1" in Attachment F):

11/4" For Dimensio,ns up to and including 3" a.

b.

11/2" For Dimensions greater than 3" and less than or equal te A...

12" 13/4" For Dimensions greater than 12" c.

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2.

Edge to concrete corners, structural plate corners and etc.[ 11/:

(see dimensions "J2" in Attachment F) 3.

Weld separation for members within an embedded plate (see dimension J3 in Attachment F): 11" 4.

Distance to edge of embedded plate (see dimension J4 in Attach =ent F):

11/2" except in cantilever region shown in Attachment F.

In this region the tolerance is 11/16" K.

Angular measurements: 15 degrees L.

When channels are detailed the depth and width of the flanges shalf'be

+ 1/16" t

M.

All linear dimensions locating L, and L2 of attached items and any other dimensions not specifically noted in this table shall be 16".

4 p'

• See Attachment F for basic dimensioning requirements and j

definitions of the dimensions referred to in this Table.

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TNE-TVM-CS-001, Rev. 5 July 1, 1986

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'DEE 6 t

TOLERANCES FOR LOCATION & ELEVATION OF CTH's Longitudinal Direction 2 6" Transverse Di::ection 2 2" Perpendicular

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to Tray Elevation 2 2"

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TABLE 7_,,

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AS'lH AND SAE CRADE MARKINGS FOR STEET. BOI.TS AND SCREWS CRACL Ma&K/kC3 49tCiftCA TieAl MAT 4 RIAL ZAC

• CAACE I LCW et M40NtM CA&&CU 37 EEL, ASTM -A207 Lew CCebeM 37tfL No MsRt AD4

• CRAC4 i LCWC2 M4Doud Catted ZTELL i

224. CRact

• MtCsvM CSRtCU ZTEEL, g

CutMGEC AUC TEMAC24C pgyy,,443

.i LCW Careen MoqTEU21 TIC 37ECL, 3;g g,ggg3,g QuGMC,wCD AMC Tf,MPittD A:TM A322 MtCIVM CARLOU 37CEL.

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22Terf = Att!

Low CAfgou MBATLAL$to~iC Zi(!L Tvet 4 i)

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ASTM = A343 (We'ATHERIMG STELL).

i TYPC A qutyCMED AND TEMPLAED

• 1 i

A*TM Al$4 LOW ALLOY 37CEL.

CtRCC 42 eutNCHtD AND TEMPLAED

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• C AZTM = Adde LOW ALLCf ZTlfL, CRACE AC cutHCHCQ ANC TLMPCRED f

McDiuM CARACU ALLCY ZTEEL.

CUlNCHCD AMC TLMGERED.

3;g. ggggg 7 ACLL THREADEO AFTER NCB,,

l TRCDTMfu7 j

MicouM CattoM ALLOY 37EGL, 0#5

• U#AS O culMCMCD ada TEMDtAtt GATM

• A =32 4 ALLQY ZistL.

C ra c t e.D cucucygn nun TrseDC2co 1

ALLCY MEL, n ase A TM. A490 CutuCHLQ AND TLMFCRED l

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YV 40 Stamped le[ters shall be on top (threaded) and of bolt.

1.

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2.

Bolts of 19-inch length and greater may be stamped with l

(.

number corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed above.

3.

Star stamp signifies Hilti Super Kwik bolts.

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TUGCO Civil Structural Engineering y

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Tuz-rvn-Cs-col, Rev. 5

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• July 1, 1986 Page.51

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c AutRican INSTITUTC OF STEEL CONSTRUCTION D~

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TUGCO Civil' Structural Engineering TNE-FVM-CS-001, Rev. 5 m

July 1, 1986

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l Page 52 I

TABLE 10'(Cont'd) 1 13

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July 1, 1986

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AMERICAN INSTITUTE OF STEEL CONSTRUCTICM t.

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TUGCO Civil Structural Enginatring l THE-FVM-CS-001, Rev. 5 j

July 1, 1986 3

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<s Page 54 l

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TpmE 10 (Cont'd) 1 15 x

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7%

2% %

2%

x23.5 10 4

b b

3%

1%

2% %

b n

2%

MC IDx28.3 10 3%

b 3

1%

2% Lb n

2 x25.3 10 3%

b b

3%

7%i1%

2% %

h 2

X24.1 10 3%

b b

3 7%l1%

2% b b

E 2

x21.9 10

~3%

b b

3% 7 1%

2% %

E 2

Mc 10x 8.4 10 1%

b' b

1% 8 % 2% %

Mc 10x 5.5 to 1%

b b

1 b

tu b b

ca se, e.,minimie,n.., n....nas:.iu.eie,. seaarai n s :.1.us mer

.a,. e. sue.

b.m in f.stene sue.

AMERICAN INSTITUTC CF STLEL CONSTAUCTION v-ee.

m e

e a

v

" ' - - - - - - ' - ' ' ' ' " " " -"** *~"- ^ ~ '

I lTUGCO Civil Structural Engineering

.TNE-FVM-CS-001, Rev. 5 i

' July 1, 1986 jPage 64 t

(J ThBLE 10 (Cont'd) 1 25 a

e. b-

..Ts.

T u

MISCELLANE0US CHANNELS 3

i m

._ g Grip Dimensions for detailing f.

1.

n.

MI.

8',*'"

E';,*[

Me n.

a.s.

4

,$,"M, se,s.

O.sionatie, s pn g-T a

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4 4

m an.

m.

m.

en. m an.

en.

en.

w

.a MC 9x25.4 9

3%

b b

3 6% Ik 2% %

b 2

lx23.9 9

3%

b b

3 6%,1b 2% b M

2 1

MC Ix22.8 8

3%

M*

-b 3% $% lb 2% %

2 x21.4 8

3%

b 3% $% lb 2% b 2

l' Mc Ix20 8

3 b

2% 5% 1%

2% b 2

x18.7 8

3 b

2% 5% 1%

2% b 2

M C 8x 8.5 8

1Fs b

b b

1% 6% %

2% %

1%

MC 7x22.7 7

3%

3% 4% 1%

2% b 2

x19.1 7

3%

k 3% 4% 1%

2% k 2

MC 7x17.5 7

3 L

2% 4% lb 2% k 1%

MC 6x18 5

3%

b 3% 3% lb 2% b 2

x15.3 6

3%

b b

3% 4%. K 2% %

2 Mc Ex16.3 6

3 b

2% 3%

1 2% b 1%

x15.1 6

3 b

b 2% 3% Ik 2% %

1%

1 MC 5x12 6

2%

2% 4% 8b 2% %, %

1%

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2%

1% 1%

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2 b

1% 1%

~

ces., eenni..iwe

., b, ones: es

.her. se.cin..ii.a sect.1.us ener

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e.evcian in sesi aw mine.

Y

~

f.

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TUGCO Civil Structural Engineering j

~

e TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 65 1

s TABLE 10 (cont'd) 1.s I

Y t-ANGLES g

Eq.ual legs y

X Properties for designing

'\\

l'X

~

i s Y

Z g

as x-x = = v-v

?#

..,,.r,,...

y

~

o M

i s

r sery v

i u,.

L 8 X 8 X 1%

1%

56.9 16.7 98.0 U.5 2.42 2.41 1.56 1

1%

51.0 15.0 89.0 15.8 2.44 L37 1.56 M

1%

45.0 13.2 73.6 14.0 2.45 1.32 1.57 1%

38.9 U.4 69.7 12.2 2.47 2.5 1.58

-3 1%

32.7 9.61 59.4 10.3 2.49 2.D 1.58 L

.Ib 29.6 E.68 54.1 9.34 L50 2.21 1.59 M

1%

26.4 7.M 48.6 8.36 L50 2.19 1.59 i

\\

L6X$X1 1%

37.'4 11.s 3.5 8.9 5.m 1.M 1.17 M

1%

B.1 9.73 R.9 7.0 1.81 1,82 1.17 1%

28.7 8.44 3.2 6.86 1.E 1.78 1.17 1%

24.2 7.H 24.2 5.56 1.84 1.73 1.18 L

lb 21.9 6.43 22.1 5.14 1.5 1.71 1.18 I

19.6 5.75 19.9 4.61 LM 1.6B 1.18 L

U.2 5.06 U.7 4.es 1.E 1.06 1.19 h

14.9 4.36 15.4 3.53 1.85 1.64 1.19 b

8k 12.4 3.65 D.O 2.N 1.89 1.62 1.20 L5X5Xh 1%

27.2 7.98 U.8 5.D 1.49 1.57 573 1%

D.6 6.94 15.7 4.53 1.51 1.52

.975 1%

2D.0 '

5.M U.6 3.M 1.52 1.48

.F8 1

16.2 4.75 11.3 3.16 1.54 1.43

.983 b

14.3 4.18 10.0 2.79

.1.55 1.41

.986 i

h 32.3 3.61 8.74 2.42 1.56 1.39 990 b

10.3 3.03 7.42 2.04 1.57 1.D

.994 L4X4X%

1%

18.5 5.44 7h7 2.81 4.19 1.27

.778 1

15.7 4.61 6.M 2.40

'1.20 1.23

.779 12.8 3.75 5.56 1.97 1.22 1.18

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.785 3.8 2.M 4.E 1.52 1.23 1.14 788 b

8.2 2.40 3.71 3.29 1.24 1.12

.791 6.5 1.94 3.04 1.05 1.3 1.09,

.795 l

l 4

AutRICAN lNSTITUTE OF $7tti. CONSTRUCTICM

. - _ _., _ _ _____._ _ _____ __ _ _.______ _ _.. ___ ____ _._ _.__ _.1

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 n

. Page 56 i

TABLE 10 k e.t8d) 19 y

z

' ANGLES

\\

Equal legs N

x l'x J r,' s Properties for designing z

~~

..-,en...

v

=

Feet y

g y

.g g,y y

sa.

en.

tn.

sa.:

in si in.

A L 3% X 3% X %

h 11.1 3.25 3.64 1.49 1.06 1.06 5E1 L

sk 9.8 2.87 3.26 1.32 1.07 1.04

.584 8.5 2.48 2.87 1.15 1.07 1.01

.687 b

8k 7.2 2.09 2.45

.976 1.08

.990

.590

^

5.5 1.H 2.01

.7N 1.00

.M8

.CM

.'~

L3X3X%

8b 9.4 2.75 2.22 1.07

.58

.912

.584 b

8.3 L43 1.M

.954

.505

.910

.585 d

• b 7.2 2.11 1.M

'.ED.

.913

.388

.587 b

5.1 1.78 1.51

.707

.322 369 549 b.

4.9 1.44 1.24

.5U

.930

.842 JS2 b

3.71 1.09

.962

.441

.B9

.320

.596 L 2% X 2% X %

ab 7.7 2.25 1.D

.724

.739

.306 487 86 5.9 1.73

.384

.SEE

.753

.M2 487 b

5.0 1.46

.849 482

.M1

.740 489

~

b' 4.1 1.19

.703

.394

.M9

. 717 491 b

3.07 0.32

.547

.303

.778

.6M

.495 L2X2X%

h.

4.7 1.M

.479 J51

.5S4

.06 389 b

8b 3.92 1.15

.416

.3C0 601

.514

.390 3.19

.538 344 J47 509

.592

.391 b

8b 2.44

.715

.272

.190

.617

.569

.394 1.85

.484

.190

.131

.626

.546 399 L 184 X 184 X %

2.77

.813

.227

.186

.529

.529 341 b

2.12

.521

.179

.144

.D7

.506

.343 b

1.44

.422

.126

.099

.546 484

.347 L1% X1% X %

1.34

.Eas

.239

.134 449 466

.292 h

b 1.80

.527

.110

.1N 457 444

.293 b

b 1.52

.444

.094

.083 461 413

.295 g 1.23 359

.073

.072 465 421

.295 Ll'4 X l'a X %

1.92 563

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.091

.369 403

.243 eb b

1.48 4M

.061

.071 377 381

.244 1.01

.291

.M4

.049

.3t5

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.246

'L 1 X 1 X %

1.49

.438 637

.056

.290

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W 3.16 340 010 044

.297 718

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(,

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.296

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AMERicAN INSTITUTt or STttL CONSTRUCTION

-... - - - - ~ - * -

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q y

TUGCO Civil Structural Engineering TNE-TVM-CS-001, R.v.

5

~

July 1, 1986 Page 67 r

_TAEI.E 10 (cont'd'.)

3. m Y

s ANGLES z

Unequal legs

\\

Properties for designing

,[

g Z

y 4

f su.ne rune.

4 7"' u.

ms w ms v.,

ms z.z Feet 3

r y

I E

r E

r s,,

in.

In.

Lt.

In.8 Ba.*

In.8 in.

In.

In.'

in.e in.

In.

In.

L9X4X1 1%

40.8 12.0 97.0 17.6 2.N 3.50 12.0 4.m 1.001.80

.54.33 h

1%

M.1 10.6 If.Ib.7 2.86 3.45 10.8 3.56 1.01

.953.sM.as

.i 1%

31.3 9.19 N.1 13.5 2.N 3.41 9.9 3.11 1.02

.905.M1.212 1%

3.3 7.73 64.9 11.5 2.90 3.M 8.32 LH 1.M.58.30.216

% lb B.8 7.M

$9.1 10.4 2.91 3.33 7.63 2.41 1.M.54.50.218 I

1 21.3 8.5 53.2 9.34 2.R 3.31 6.M 2.17 1.05.50

.354.220 L8XEX1 1%

44.2 13.0 m.8 15.1 2.49 2.5 38.8 8.M 1.73 1.5 1.N

.5G M

1%

M.1 11.5 72.3 13.4 2.51 2.61 34.9 7.M 1.74 1.E1 1.21

.547 M

1%

B.B 9.M B.4 11.7 2.B 2.56 30.7 6.M 1.N 1.M 1.5

.51 1%

3.5 8.36 54.1 9.57 2.54 2.52 26.3 5.N 1.77 1.52 1.5

.554

% lb E.7 7.M 49.3 8.5 2.55 2.50 24.0 5.34 1.78 1.50 1.30

.556 1

23.0 5.75 44.3 8.E 2.56 2.47 3.7 4.79 1.79 1.0 1.30

.958 E.2 5.B B.2 7.07 2.57 1.45 19.3 4.23 1.2 1.6 1.31

.560 L8X4X1 1%

37.4 11.0 89.6 14.1 2.52 3.05 11.5 3.94 1.83 1.05

.2C h

1%

33.1 5.73 52.5 12.5 2.9 3.00 10.5 3.51 1.N

.999,.

.253 1%

3.7 8.44 54.9 10.9 2.55 2.M 9.M 3.07 1.5.53

.258 1%

24.2 7.11 45.9 9.21 2.57 2.91 8.10 2.52 1.07

.905

.N2 3

% lb 21.9 6.43 42.5 8.5 2.58 2.5 7.4 2.38 1.07 35

.265 1

19.6 5.75 M.5 7.49 2.55 2.06 E.

2.15 1.5

.N5.20 b

17.2 5.06 34.1 E.00 2.00 2.B E.

1.90 1.09

.359.N9 L.

L7x4xh 1%

m.2 s.es 42.9 9.e,2.m 2.55 10.2 3.u 1.071.s

.e6,.n 1%

N.2 7.H 37.8 8.42' 2.22 2.51 9.

3.03 1.095.R

.324 h

1%

22.1 6.48 32.4 7.14'2.24 2.48 7.

2.58 1.10

.951,.

.329

% lb 20.0 5.87 a.s.E.as 2.24 2.44 7.1 2.35 1.11

. 980

.332 1

17.9 5.5 N.7 5.81 2.5 2.42 6.5 2.12 *.11

.R7

.335 L

15.8 4.62 23.7 5.

2.N 2.M 5.831.m 1.12.Sth.37.337 13.5 3.M N.6 4.

2.27 2.37 5.

1. 0 1.13

.870.

.340

.t AMERICAN INSTITUTE OF STEEL CONSTRUCTicN

.+e b

Y

~ -

_.. - _. - _. _. _ _ _ _ - - _ ~. _ _. _.. _ _ _ _ _ _ _,, _ -... _ _.. - - -., - - - _... -. _,.. -

\\

' TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 g

).

Page 68 m.-

TABLE 10 (cont'd) 1 59 Y

Z r

ANGLES hepal legs 5.j-Properties for designing Z

y

,. wgnt Axis z.x Axis v.y Aus z.z Feet i

S r

7 1

3 r

s r

y,,

Sn.

In.

Lt.

In.'

in.e in.'

In.

In.

In.'

In.'

In.

In.

In.

L6 kilX h 1%

27.2 7.98 27.7 7.15 1.86 2.12 9.75 3.39 1.11 1.12 27.421 1%

23.6 6.M 24.5 6.5 1.38 2.08 8.68 2.97 1.12 1.08 360

.428 1%

20.0 5.86 21.1 5.31 1.30 2.03 7.52 2.54 1.13 1.03 54

.435

^

.b IL 18.1 5.31 19.3 4.D 1.90 2.01 6.91 2.31 1.14 1.01 366.Os I

1 16.2 4.75 17.4 4.33 1.91 1.M 6.27 2.08 1.15

.987.870 440 L

14.3 4.18 15.5 3.5 1.92 1.M 5.60 1.35 1.16

.964. 8 73 443 h

12.3 3.61 13.5 3.32 1.93 1.94 4.90 1.50 1.17

.N1.577 446 b

10.3 3.03 11.4 2.79 1.N 1.R 4.18 1.M 1.17

.318.882

.448 8.3 2.44 9.27 2.26 1.M 1.5 3.41 1.10 1.18

.E94.357

.451 L6 X 3% X %

1 15.3 4.50 16.6 4.24 1.R 2.08 4.5 1.59 372,.B3.759

.344 h

21.7 3.42 12.9 3.24 1.N 2.04 3.M 1.D

.988.757.767.350 b

9.8 2.57 10.9 2.73 1.95 2.01 2.35 1.M

.996.7 0.772.52

]

7.9 2.31 8.06 2.21 1.M 1.99 2.N 0.N71.01

'.740.7 77.55 L 5 X 3% X %

1%

19.5 5.81 13.9 4.25 1.5 1.75 5.5 2.22

.577

.996.748 464 1%

16.8 4.92 12.0 3.5 1.M 1.70 4.B 1.90

.991

.951.751

.472 1

13.6 4.00 9.932.99 1.58 1.66 4.05;1.56 1.01

.506,.755.479 L

12.0 3.53 8.90,2.M 1.59,1.63,3.63,1.M.1.01

.383,.758,.482 h

10.4 3.05 7.78 2.29 1.60 1.61,3.18 1.21 !1

.NI.762.485 6.00'1.98 1.61 1.59 2.72'1.02 h 02

.338,.765.489 I

03 L

8.7 2.54 I

7.0 2.06 5.39'1.57 1.62 1.56 2.23 l.3301.M

.31.770

.492 L5X3X%

1 17.8 3.75 9.

2.91 1.59 1.75 2.58 1.15

.329,,

.648.M7 L

11.3 3.31 8.4 2.58 1.60 1.73 2.32 1.02

.337l.727.051.M1 h

9.8 2.86 7.37 2.N,1.61 1.70,2.04,.388 845.704.654 5.11 I.53'1.61'1.62 1.75,.753'..853'.N1'.653'.364 b

8.2 2.40 6.N 1.89

,.Mi I

t.62'1.64'1.44i.614'.361'.657'.663.371 M

6.6 1.N i

i i

I i

I i

I l

k

.A., '

l AMtalCAN lNSTnVTC OF STEEL CONSTRUCTION W -.

o

---q e--e

-w e

w

,,w---,

c---,--,,--w

--,-rw--

-,-i.,.--

---,--,w-,,r.w--

w-.w.--

.---m

--w-w---,

w--yea w

e

-rw+

-.-er--

w-

- - - - - + ' + -

i

.~

TUGCO Civil Structurcl Engineering TNE-TVM-CS-001, Rev. 5

! July 1, 1986 L

. Page 69 TABLE 10 (cont'd) 3.s v

.g ANGLES 2

Unequal legs s

Properties for designing Ai "g

.. x x

u b

Z Y

sue and Thickness A $" Ar..

roen 1

8 r

y 2 %2 r

a r

3,,,,

In.

In.

Lh.

In.

s n.*

sn.'

an.

em.

an.*

in.'

en.

en.

in.

L 4 X 3% X %

1Ms 14.7 4.30 E.37 2.M 1.22

.5

.52.1.M 1.83,4.M.M9

.745 11.9 3.50f.32

.M 1.5.25.79 l1.52,1.M 1.2.722.750 b

h 10.6 3.M 4.M 1.72 1.24 1.23 40 :1. 5 1.05 l.978.724

.753 9.1 2.57 4.18 1.49 1.5 1.21 2.M 1.17 1.06

.55.727.N5 b

7.7 2.25 3.M 1.N 1.3 1.18 2.5

.9M 1.07

.52.730.N7 E.2 1.81 2.91 1.5 1.5 1.15 2.09

.381.07

.909.734

.759 L4X3X%

IL 13.f 3.N 5.03 2.30 1.5 1.37 2.87 1.5

.571.G7.5M 11.1 3.25 5.5 1. 5 1.25 1.33 2.42 1.12

.327.539

.543 b

h 9.8 2.87 4.52 1.68 L25 1.30 2.18

.982

.304.541

.547 8.5 2.48 3.M 1.46 LN 1.28 1.92 356'.

.782.544.51 b

7.2 2.09 3.M 1.5 1.21 1.25 1.5

.734

.759.547.54 5.8 1.69 2.77 1.00 1.3 1.24 1.35

.599

.736.51

.558 L 3% X 3 X %

10.2 3.00 3.45 1.45 1.07 1.13 2.B 1.10 3B1

.375.621

.714 5

h 9.1 2.5 3.10 1.29 1.5 1.10 2.09

.975

.389;.353.622

.718 7.9 2.3'-

2.72 1.13 1.09 1.08 1.5

.51

.E25

.721 b

5.6 1.93 2.B 954 l.10 1.0E 1.58

.722

.627

.724 g

5.4 1.M 1.91

.77E'1.u 1.M 1.30

.589

.914

.631

.727 L 3% X 2% X %

9.4 2.75 3.24 1.41 1.09.20 1.M

.M0

.534

.486 b

M 8.3 2.43 2.91 1.M 1.09.18 1.D

.577

.535

.491 7.2 2.11 2.M 1.0B 1.10.15 1.09

.592).M

.580.537 496

.927 1.11.14

.939.50 6.727.637.540

.501 b

6.1 1.78 2.19 6

4.5 1.44 2.st.

.M51.12.11

.7T1

.412

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.506 L 3 X 2% X %

h 8.5 2.50 2.08 1.M

.913 1.00 ;1.30

.7

.520..H7 b

7.6 2.21 1.88

.920.978,1.18

.729,.728.521

.572 6.5 1.92 1.M

.928.9561.M

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.706.522

.576 L

5.5 1.62 1.42

.937.933.398.494.7

.583.525

.500 4.5 1.31 1.t?

.M5 911.743.404.75

.M.528.H4 b

L 3.39

.996

.307.430.954'..888.577.31

.533

.588 l

l l.76 l.6 1

(.

AMERtCAN lNSTITUTE OF STttL CONSTRLICTION

=

f

- - -... - - - _ _. - -,,. - -, -,, -, _. _, _ -,, ~ ~., _

- - _ = -

^

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5

' July 1, 1986 O. Q.. -

'. Page 70 T.'EE 10 (cont'd) 3.n Y

E 2

ANGLES s

s IJnequal legs X,

- X 4

.1 Properties for designing

' - ~

{

.Z y

wgn:

Axis x.x Axis v.y Axis 2.z s _s_

r z

s-r r

u,.

i i~

i.

L3X2X%

1 7.7 2.25 1.92 1.00

.924 1.08

.672 474

.546l.583

.es.44 b

6.8 2.00 1.73

. 5 2.06

.009.U4.553.551 429.421 5.9 1.73 1.53

.980.04

.543

.371.M9.539 430

.428 b

5.0 1.46 1.32

.948.02 470 317.50

.516.62 435

~

M b

4.1 1.19 1.09

.957

.392.260.574.493

.435 440 i

3.07

.502.e42.us.966

.307

.200.5s3

.c0.cf.446 s

L2% X2X %

5.3 1.E

.912

.547.M8

.51.514.M3

.577

.581 420.E4 l

b 4.5 1.31 4EE.776 448

.310

.554.59 422.E20 M

b 3.82 1.06

• 3E1.784

.372.54

.592

.537

.424

.E26 l

b 2.75

.309

.253.793

.M 4.291.1M

.500

.514 427.531

~

L 2% X 1% X b %

3.92 1.15

.711 444.785

.898.1M

.174 40s

.19B

.322.349 b

3.19

.938

.591

.794

.875.351

.343.G5

.375

.324.57 2.44

.715

.461

.503

.352.127

.311

.422.52

.327

.364 L2 X 1% X M 2.77 813

.31

.523

.151

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.320

.543 b

b 2.12

.E21

.532 54.120

.10s

.440.M1

.322.551 1.44 422

.1

.441,.El.0f5

.575 443.MB.326.558 L2X1%X%

2.55

.750,.296,.229,.621,.708,.089.097,.H4.313.N9.378 bb 1.N

.574.232.177,.EM *.586,.071l.075,.351'.311.271.M7 1.33

.391

.16.122.645

.050.052. 5 9.257

.274.3M i

L1% X IM X 8 b

2.34

.688

.1

.543

.025.095.352.52.M7 406 h

1.80

.527

.350

.551

.068.074'.M9

.4M

.359.113.094.M0,.557,.049.051,.M2,.330

.269 b

1.23

.307

.272

.50G k.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION r

._-...._.,,..,..g..

. _ -..., _,,.. - _. _.. _ ~ - _ _ _. _..,,...., _... - _ - _ - _ _ _,

..m

,, _.. _ - _ _., _ ~ -, _.. _ - - -.. _., _ _ _. _.,

I TUGCO Civil Structural Enginsering

,I TNE-FVM-CS-001, Rev. 5 July 1, 1986 O.

Page. 71 o

TABLE 10 (cont'd) 1 102 PIPE

• Dirnensions and properties r-a-

• • ' F.est

.w.

r,.

2 i.

...t.,

...t.,

..t.,

a..

l In.

l l

Rads

. ~

Standard Weight

.840

.622

.109

.35

.250

.017

.041

.261 1.050

.524

.U3-1.13'

.333

.537

.071

.334 1

1.315 1.049

.U3 1,68 4M

• 087

.133 421 1%

1.660 1.3u0

.*140 2.27

.059

.1T5 235 540 1%

1.500 1.610

.145 2.72

.799

.310

.326

.623 2

2.375 2.067

.154 3.65 1.07

.666

.561

.787 2%

2.375 2.469

.203 5.79 1.70 1.53 1.06

.M7 3

3.500 3.063

.216 7.58 2.23 3.02 1.72 1.16 3%

4.000 3.548

.226 9.11 2.64 4.79 2.39 1.M 4

4.500 4.026

.237 10.79 3.17 7.23 3.21 1.51 j.I 5

5.563 5.047

.254 14.62 4.30 15.2 5.45 1.88 s

6 6.625 6.065

.200 18.97 5.58 2s.1 8.50 2.25

}

8 8.625 7.981

.322 23.55 8.40 72.5 16.8 2.M 10 10.750 10.020

.365 40.48 11.9 161 29.9 3.67 f

12 12.750 12.000

.375 49.56 14.6 279 43.8 4.38 Extra Strong 8

.840

.546

.147 1.09

.320

.020

.048

.250 3.050

.742

.154 1.47 413

.M5

. 085

.321 1

1.315

.957

.179 2.17

.639

.106

.161.

407 1%

1.660 1.278

.191 3.00

.381 J42

.291

.524 1%

1.900 1.500

.200 3.63 1.07

.391

.412

.605 2

2.375 1.939

.218 5.02 1.4s

.86

.731

.766 2%

2.875 2.323

.72A 7.66 2.25 1.92 1.34

.924 3

3.500 2.900

Jo 10.25 3.02 3.39 2.23 1.14 3%

4.000 3.364

.318 12.50 3.6s 6.28

?.14 1.31 4

4.500 3.826

.337 14.98 4.41 9.61 4.27 1.44 5

5.563 4.813

.375 20.78 6.n 20.7 7.43 1.84 6

6.625 5.761 4 12 28.57 8.40 40.5 12.2 2.19 8

8.625 7.625

.500 43.39 12.3 106 24.5 2.88 10 10.750 9.750

.500 54.74 16.1 212 39.4 3.63 12 12.750 11.750

.500 65.42 12.2 362 56.7 4.33

'l Double. Estra Stror.,g 2

2.375 1.503 436 9.03 2.64 1.31 1.10

.703 2%

2.375

1. 771

.!!2 13.69 4.03 2.87 2.00

.844 3

3.500 2.300 600 18.58 5.'47 5.99 3.42 1.05 4

4.500 3.152

.474 27.54 8.10 15.3 6.79 1.37 3

'5.563 4.063

.750 38.55 11.3 33.6 12.1 1.72 6

g.625 4.t97

.364 53.16 15.6 66.3 20.0 2.06 8

8.625 6.875

.875 72.42 21.3 162 37.6 2.76 va p..- ~,..........,. a...,.......,,To......., m C,..,.....,.

8'8t'ibut.81, a,a...,,, g,,,,

..s.

t. tn.s. sp.cifs.ts.as. C.nswit with pie.

.u.ctv,.,s.

g s

. AMERICAN lNSTITUTE OF STitL CONSTRUCTION t

4 TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rav. 5 July 1, 198~

Page 72 d'

TABLE.10 (cc.t'tu 1 181 STRUCTURAL. TUBING

~

~

Square

~

Dimensions and properties 8Ha4EM510Pe$

PROPERTIES N *"[,

wonTnishness 7,,,

g Ar.a J

g y

an.

sn.

th.

en.s sn..

en.. ~

3.,

10 X 10

.6250 M.M 21.8 304 80.7 3.75

.3000 M.M 17.9

'J80 M.s 3.11

{

.3750 47.03 13.8 58 41.7 3.88 J125 h

3M.74 11.7 179 M8 3.92

.2500 M

132.23 9.48 348 M.6 3.M

.1875 b

124.50 7.21 114 22.9 3.98 8 X8 8250

'4.98 16.6 142.

M.5 2.91

.5000

%.M 13.9

124, 31.1 2.M

.3750 M.83 10.8 102.

3.4 3.06

(

.3125 B.24 9.19 88.1 22.0 3.10

.2500 325.44 7.48 73.4 18.4 3.13 N-

.1875 h

119.41 5.71 57.2 14.3 3.17 I

l 7 X7 5000 e.95 11.9 79.2 22.6 2.58

' y 3no m

B.n 9.n M.6 M.8 2.M

.R25 5.M 7.94 57.4 16.4 2.59 2500 M

22.04 E.48 48.1 13.7 2.72

.3875.

b 116.85 4.96 37.7 10.8 LM E XE

.5000 M.48 10.1 48.6 16.2 2.19

.rno 27.04 7.H 40.5 M.5 2.26 3125 W

B.02 6.77 M.5 11.5 2.5

.2500 M.82 8.54 5.9 9.M 2.32

.3875 b

$14.41 4.24 23.5 7.M LM 5 X5

.5000.

D.88 8.14 25.7 10.3 1.78

.3750 B.94 6.45

, 22.0 8.00 1.5

.3125 h

M.77 5.52 19.5 7.81 1.88 l

.2500 M

M.42 4.54 36.5 6.H 1.91

.1875 h

11.06 3.49 13.2 5.28 1.M 4 X4 50 2 5.88 8.34 11.4 5.10 1.M

.3750 M.84 4.M 10.2 5.10 1.44

.3125 b

M.52 4.27 9.21 4.61 1.47

.2500 12.82 3.54 8.00 4.00 1.90

.1875

• 9.B 2.74 6.47 3.24 1.54 3% X 3%

.7500 38.50 3.09 5.29 3.02 1.31 i

.1875 8.14 2.M 4.29 2.45 1.34 I

i 3 X3

.2500 3.80 2.59 3.16 2.10 1.10

.1175

• b 6.06 2.02 2.60 1.73 1.13 2 X2

.2500 W

5.40 1.99 766

.766 6M

.1875 4.31 1.27 668

.668

.726

(

l

• Out. side dem.nsl.ns scr.ss met sid.s.

i

~

t N.ng.mpact s.cti.n f.r 7, e 38 kal sa

(-

3 N.n m..

_d 7,.e 46 hat, b.nding only.

..n.,.

..~... 1..,...

m..... ~ n.

4.s

.s... 4,

S.mpliant. WRh Sp.CWateli.A S.gt, j.S,2.2.

AldERICAN IMITITUTE OF STEEL CONSTRUCTION

TUGCO Civil structural Engineerir.g e

e TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 73

~

TABLE 10 (cont'O l

1 104 i

Y

~

STRUCTURAL TUBING Rectangular x

x Dimensions and properties v

• ~'

OlhttNSIONS l

ppgeggyggg I

W'asht '

3.X ARIS Y.Y ARIS Nominato woe 9"eet Ia 3,

l r,

I, 3,

l r,

A In.

&h.

he h*

he en.

ha Jn.8 Am.

e i

12 x 8

.5000 EO.M 17.9 B7 M.2 E3B 181.

45.2 3.18

.3750 47.03 13.8 270 45.8 4.42 145.

N.3 3.24

.3125 b

39.74 11.7 232.

35.7 4.45 125.

31.3 3.27

.2500

!!2.23 "S.as 192.

E.I 4.50 103.

25.9 3.30

.1875 b

124.50 7.21

148, 24.7 4.54 E.1 R.0 3.33 i

12 X $

.5000 S4.15 15.9 31.

45.2 4.13 S2.0 E.7 2.40 j

/

.3750 41.93 12.3 23.

M.6 4.22 75.0 5.0 2.47

+

.3125 W

M.49 10.4 190.

31.6 4.25 5.1 B.7 2.50 i

.2500 23.83 8.48 157 3E.2 4.31 54.2 18.1 2.53

.1875 b

$Z1.M E.46 122.

3.4 4.35 42.2 14.1 2.58 12 X 4

.5000 47.35 13.9 305.

34.2 3.84 5.2 17.E 1.59

.3750 35.83 10.8

149, 3.1 3.M B.5 14.7 1.E5

.3125 b

31.24 9.19 147 24.5 4.00 B.9 13.0 1.68

. 5 00 E.44 7.48 123.

3.5 4.05 21.9 10.9 1.71

.1875 b

$19.41 5.71 M.0 18.8 4.10 17.3 8.0 1.74 12 X 2

.3750 31.73 9.B 118.

19.7 3.56 5.62 5.E2

.776

.3125 b

25.99 7.M 104 17.4 3.E2 5.14 5.14

.E5

.2500 22.04 6.48 88.3

-14.7 3.69 4.51 4.51 8M

.1875 b

$16.85 4.95 H.S 11.5 3.75 3.M 3.70 863 l

10 X 8

.5000

$4.15 15.9 215.

43.0 3.87 153.

N.1 3.10

.3750 41.93 12.3 174.

M.7 3.75 123.

30.8 3.16 i

l

.3125 M.49 10.4 150.

B.0 3.79 107.

N.7 3.20

.2500

$28.83 8.48 124 24.8 3.83 88.4 22.1 3.23

.1875 b

121.M E.46 M.3 19.3 3.86 88.7 17J 3.26 10 x s

.5000 47.35 13.9 170.

34.0 3.49 A.9 5.6 2.35 l

.3750 M.83 10.8 139.

D.I 3.58 G.1 21.0 2.41

.3125 31.24 9.19 1N.

24.1 3.82 M.0 18.3 2.45

.2500 n.44 7.48 100.

3.1 3.06 45.9 15.3

• 2.48

.1875 b

$19.41 5.71 78.3 15.7 3.70 M.9 12.0 2.51 i

• Outside dimenstens seress flat sides.

l t Non..em...e.un,e, r, u.si.nu,. esi. when.en.....,s abe.i x. x e.is.

t hen.compati section for r, as 46 hat.when bending ect.rs she.t X.X asta.

Sheees subrected to esmbined asiallead and bending may not be sempset ender $pecif. cation Sett 3.5.1.4.1.

Cheth all shapes for templiance oth thes sectmen.

(

Shapes subsected to salat tempression et compression due to bending the.ld be decked for temphanto =sth Specif sateen Sect.1.t.LL Shansgg, e,d i. benu..be.i ihe v. v..is m., not.e..m

.. onde, Sp-in.uea AMtRfCAN lNSTITUTE OF SittL CON $fRVCflCN

~ ~ - - - - - - ~ - - -

- --.~....-...

+ -,, - _..

-,.,.___,.,__.r_.__..%.my--,,,.m_

7,w n.,y..

,y.,

,-,..-._rm_,-

~

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 74

(

q TABLE 10 (cont'd) n i

I*105 y

' STRUCTURAL. TUBING 4

Rectangular X

X Dimensions and properties y

siutNSIONS l

PROPLATILS s.ni.e,. '

.e.

• • ai x.x = S v., =5 W

M**

Sese vntshness Feet Jo Se r,

I, r,

. ~

In.

Lt.

$n.

an,e gge 3,,

gg,

,q,,

10 X 4

.N30 40.55 11.9 125.

24.9 3.B 3.0 14.5 1.M

.3s2 I1.71 9.33 304 B.8 3.M 24.5 12.3 1.62

.3125 L

26.N 7.N W.2 18.2 3.39 B7 30.0 1.(3

.2500 22.N 6.48 N.6 15.3 3.44 18.3 9.D 1.68

.1875 b

16.85 4.56 80.2 12.0 3.48 14.5 7.2b 1,71

~ ' %

10 X 2

'N50 27.N 7.N 72.4 14.5 3.02 4.74 4.74

.MZ

.n25 b

n.o2 6.n M.o u.8 3.07 4.n 4.n

.N0

.2500 18.82 5.M 54.2 38.8 3.13 3.9 3.80

.828

.1875 b

14.41 4.24 42.5 8.58 3.18 3.11 3.11

.357 8X6

.5000 40.55 11.9 N.2 24.1 2.M 81.7 3.6 2.27

.U50 31.73 9.33 75.7 19.9 2.52 51.2 U.1 2.N

.M25 b

26.N 7.M N.7 U.4 2.N 44.8 14.9 2.38

.2500 22.N 6.48 88.4 14.6 3.00 N.6 -

12.5 2.41

.1875 b

$18.85 4.M 45.5 11.4 3.N 3.6 9.N 2.44 8X4

.5000 N.48 10.1 71.6 U.S 2.H B.7 11.9 1.E

.W50 D.N 7.5 m.9 15.8 2.74 E.1 10.0 1.H

.n25 b

D.02 6.77 52.6 13.1 2.79 17.7 8.87 1.62

.2500 18.82 5.54 44.2 H.1 2.83 15.0 7.52 1.5

.1875 b

14.41 4.24 M.8 8.71 2.87 11.9 5.M 1.68 8X3

.5000 31.08 9.14 57.6 14.4 2.51 11.6 7.74 1.13

.3750 24.49n 7.N 48.0 12.3 2.61 10.1 6.74 1.18

,.3115 b

20.9C 6.15 43.3 38.8 2.65 9 $5 6.N 1.21

.2500 17.12 5.04 M.7 9.18 2.70 7.D 5.18 1.24

.1575 b

13.13 3.86 3.1 7.3 2.74 6.24 4.16 1.27 8X2

.3750 B.M 6.M M.1 9.52 2.43 3.73 3.73

.No

.3125 b

18.D 5.91 34.1 8.52 2.48 3.43 3.41

.78s

.2500 15.42 4.54 B.2 7.R 2.54 3.03 3.83

.817

.1875 b

11.M 3.49 2".4 5.85, 2.H 2.49 2.49

.N5 q

7X5

.5000 34.48 10.1 80.8 17.4 2.85 N.9 14.3 1.M i

.3750 27.N 7.N 80.7 34.5 2.52 30.0 12.0 1.94

.E25 b

B.02 6.77 44.4 12.7 2.M N.4 10.6 1.W

.2500 18.82 5.54 37.4 18.7 2.80 22.3 8.90 2.00 l.

.1875 b

14.41 4.24 B.4 8.e 2.63 U.6 7.02 2.M

'e O t ide dimenstens secoes flat eldes.

us

$ 9 ten.tempact sortion for F, = 46 hat. when bending ooeurs about 2.X esis.

g, Shapes evbrerted to sembined esielloed and bending easy not be sempert onder Specifleetion Sec*. Lt.1.4.L Cheek as shapes ter semptenee meth this section.

I Shapes subsected to estal tempresonen er sempresonen doe to beadsng should be checked for sempi sace wRn Speelfstat6en SesL L9.LL Shapes outs cted to bending ebevt the Y. Y sais ener not be compset onder Specifisellen e

Sect. LLL4.L AMtWICAN lNSTITUTE OF STttL CDNSTRUCTION 1

e l

G e._u.

s

..e e,---

m.%wny..

,-_m y---,,.,-r,,me,...,-

a+w-vw.-e w wme-m v.

'wm

.Wr

+.'w'-~,r-N-gi=W'-w- -

• TUGCO Civil Structural Enginaering THE-TVM-CS-001, Rev. 5 July 1, 1986

, Page 75 O

TABLE l'0 (cont 'd.)

P 3 106 y

STRUCTURAL. TUBING Rectangular.

x-x

~

Dimensions and properties.

y DIMENSIONS PROPERTIES g,,;,,,. ll Wo.sht X.X AXIS Y.Y ARIS Sie Schaea

/4*

" ". *.J;,

t s, o

J,

.s, r,

In.

sa.

tn -; As

' sn.e he an.

In.e las en.

6X4

.5000 27.68 8.14 13.4 11.1 2.02 17.6 8.79 1.47

.3750 21.94 6.45 28.6 9.54 2.11 15.2, 7.5B 1.53

.3125 b

18.77 5.52 3.4 8.46 2.14 13.5 6.74 1.56

~'

. 3 00 15.42 4.54 21.6 7.19 2.18 11.5 5.M 1.59

.1375 b

11.86 3.49 17.2 5.72 2.22 9.3 4.00 1.62 EX3

.5000 24.28 7.14 25.8 8.E0 1.2 8.44 5.0 1.09

.3750 19.39 5.M 22.7 7.54 1.99 7.51 5.01 1.15

.3125 b

16.65 4.90 3.3 6.77 2.M 6.79 4.52 1.18 5

.2500 13.72 4.04 17.4 5.82 2.08 5.88 3.2 1.21

'N

.1875 b

10.58 3.11 14.0 4.66 L12 4.75 3.17 1.24 6X2

.3750 16.84 4.95 16.7 5.57 1.84 2.72 2.72

.741

.3125 b

14.52 4.D 15.3 5.05 1.89 2.53 2.D

.770

.2'00 12.02 3.54 13.3 4.44 1.94 2.5 2.5

.7M

.1875 b

9.31 2.74 10.3 3.51 1.99 1.57 1.87 327 5X3

.5000 20.38 6.* 4 15.5 6.21 1.59 6.36 4.57 1.06

.3750 16.84 4.95 14.0 5.5s 1.58 6.21 4.14 1.12

.3125 b

14.52 4.27 12.6 5.06 1.72 5.65 3.77 1.15

.2500 12.02 3.54 11.0 4.M 1.M 4.93 3.29 1.18

.1875 b

3.31 2.74 8.87 3.55 1.50 4.02 2.68 1.21 5x2

.2500 10.50 3.09 8.48 3.39 1.66 1.92 1.92

.789

.1375 b

8.14 2.39 6.89 2.75 1.70 1.60 1.00 816 4X3

.2500 10.50 3.09 6.45 3.23 1.45 4.10 2.74 1.15

.1875 L

8.14 2.39 5.23 2.62 1.48 3.M 2.D 1.18 4X2

.2500 3.30 2.59 4.69 2.35 1.35 1.54 1.54

.770

.1875 b

6.84 2.02 3.87 1.93 1.33 1.29 1.5

.798 3X2

.2500 7.10 2.09 2.21 1.47 1.03 1.15 1.15

.742

.3875 b

5.59 1.64 1.06 1.24 1.06

.977

. 9 77

.771 e outside d.menstens seress nat sides.

sneses 3.tiecied te e.

nimed asias tend and headias may not 6e sempact under sewinsation sect. s.s.t.a.a. cneen eis sa.p.s to,eemps.ence.ita tais section.

['

Shapes sub ected to esial esmosession se sempresslen due to headiar should be checked for i

g esmplants wita Spesificateen Sect.1.9.2.2.

V*

Shapes subsected to Dendes about the Y. Y eats may not be sempact undee Sewincation Sect.1.1.1.4.1.

AMERICAN INSTifUf t OF STttL CONSTRUCTION

- - ~ - - - - -

*~~~~~~

s*

TUGCO Civil Structural Engineering

.' TNE-TVM-CS-001; Rev. 5 3-

'., July 1, 1986 c..,.~;;.. e.

. e :t page 76

'. E3%.gl.-Q;:

iX.1 TABLE 11 4

^

CDCUIT N32NAL SIZES

.Ncird.nal Outside 4

Diameter Diameter (Indbes)

_ Inches)

(

1/4 O.540 3/s 0.675 1/2 0.840 3/4 1.050 l

~

.1

.1.315 1 1/4 1.660 1 1/2 1.900 2

2.375 2 1/2 2.875 3

3.500 3 1/2 4.000 4

4.500 5

5.563 i

6 6.625 e

I i

(

e l

s I

l l

l 4

i mw,t y-rn -w w wee.-a

---e nc+

ym_,ev, v

vm m m ew w.m. ww--

1 TUGC0 Civil Structural Enginsering

'.4 TNE-TVM-CS-001, Rev. 5

~

, July 1, 1986 Page 77 ATTAC MENT ' A' C "

IRREGfAR TOTAL GAP l

t

. ".. }... : 'c ;:

u+y 4 nAx 1.

l MMOLE FOR

'. ~.. CLAff 1 1

I

• l' p BOLT ':::'l

1. ;

3 d[CLAPP 2

?

i

. /VASHER '. ' '. :.

~

.V l

yTRAY

...2 s.

...i. _.

+

~

u

..=---.....-

-. Jg,[:,.. '. ', ' ! 'l y Cy A

,,~,,;:....s c.

l;

.. q.'..

~.,..'..,., DETAIL e j

y0LE FOR l *I BOLT 1, WASHER

. 5. '. : '.!.f,:,;; i,'....; y

.,..a..

i J

t

/,

CYPRUS OR BURNDY HUSKY r BOLT CONFIGURATION CLAMP MAXFILLER{R.

THICKNESS:

OTE D FRICTION CLAPP

^

h FRICTION i

TYPE NORMAL ASSEMBLY CLAff at SEE NOTE 2)---.

TRAY

-GAPISEE FILLER d.

NOTEI) g

/-TRAY gggg jg

[l' THICK (PAX)

PLATE

/

IF RE0' D i

IF RE0' D 2 q2

( TYP)

(BOLTFOR Q1 CfSE[ (LENGTH &

4 VIDTH TO T

T AY LA

( A-T N)

TL AP(TOP + BOTTOM)

DET A) SUIT) ( TYP) -

NOT To EXCEED j' NOTE 2:

NOTE:

IRREGULAR GAP IN THE REGION'a' FOR WASHER (IF RE0'D) DETAILS l

IS BETWEEN THE BOTTOM OF THE AND ORIENTATION SEE ATTACHMENT *B1'.

(.*

CLAMP AND THE STRUCTURAL MEPBER OR SHIN.RECION'a'IS BETWEEN THE END OF BOLT HEAD OR WASHER.

IF PRESENT.AND THE VERTICAL CLAMP LEQ, IRREGULAR GAP TYPE ' A' CLAMP SHALL BEj MAX SH 1 0F 2

4 TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 78

-.Q y.

i 1

~

ATTACHMENT '. A' ( CONT)

./.

1 -~

~

o.

~~

ALTERNATLsk jMIN TRAY TRAY k

()( g V f MIN

~

SUPPORTy'

,O L

1 ONLY

^

SHIM PLATE BETWEEN TRAY

& SUPPORT {' THICX(MIN)

(LENGTH & WIDTH To SUIT) 4 o

O TRAY 3

f._

j

.m

/

.K......

O-V I

4 BOLT e CACE LOCATION

/

i

)

0F SUPPORT SECTION P

( CHANNEL, ETC TYP)

I

,/ \\.

...z...

TRAY

\\

--G CLAtf

\\

To SUIT i g jMN( WELD @

i NOTE:

d y { MIN FOR INFO CVERHANG OF

• CLAMP' FROM SUPPORT ONLY STRUCTURE IS ACCEPTABLE AS LONG

(,

l AS BOLT HEAD OR HUT IS WITHIN THE SUPPORT HEMBER.

SHIM PLATE HAY BE FIELD l

FABRICATED AND PAINTED

}

VITH ' GALVAN 0X PAINT' WELDS FOR SHIM PLATE TD CTH

(

MEPBER ARE NON-0 WELDS

\\..'

AND NEED NOT BE MEASURED TYPE ' A' CL AMP s.. -

SH 2 0F 2 t

~

TUGCO Civil Structural Engineering TNE-TVM-CS-001, R3v. 5 July 1, 1986 Page 79 O. -

\\

l

. ATTACHMENT.'A'.(. CONT. )

.c :.:...

',,!,.l:

. R,.'. :

• y s..... '.-

'y X

"x

-f fRDHD

'p_

TRAY

~

.BOLTSCA30T5

~

~

{4VASHERJP WWASHER 8

FOR 24' & WIDER u

n

+

TRAY-VERIFY x

5 PRESENCE

( SEE ATT. 82) -

.s 4

' ' " ~

~

CHANNEL

• h s[

s 'Y -

^:

OR TS.

.h. -. *. u... ',

. g.,,,,i.}. _ l * '. RECORD WELD TYPE,.

CHANNEL f' I.

SI'ZE. LENGTH. LOCATION NOTE: RECORD *X*,*te IF PARTIAL OR FULL.

OR TS AND

'Y' DIMENSIONS PENETRATION WELD SHOV THROAT THICKNESS

~ EQUAL TO HALF

. *: * ' 7HE P TH CKNESS N PA HE

~

F FIL ET VERIFY NO PRE ENCE OF,BEV.EL

' IRREGULAR CAP AT TRAY THIS INTERFACE

'{'( Mex)

~

~

HEAVYDUTg HEAVY DUTY TRAY TRAY CLAMP s BOT OF TRAY TRAY CLAMP 1

s CAP

{tMAx) t

( '-

TYPE ' B' HEAVY DUTY CL AMP

-,--.---._-..,.,w,,,

,_p,-__,,w,.,

,,,m n

,.c,,,._,

-m e-,.,_,

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986

,eg)

Page 80

• ~~

AT.TACHMENT ' A'

( CONT)

. j. ~.. }

TRAY

.f SUPPORT

' 8, TRAY,,,-

j CLA?f E( 8k 3 dR susa uess./. 7-azEs.

~ ~ ~ ~ ~

.I b

c

.t..

.q.

.s i

f.

a

',d A ikMIN I

CHANNEL _ OR TS ~

j Q-

...-... O.44 MIN..S8

(

• ' '.. VIEW A-A

• SMOV WELD DIENSION :

'.*NOTEg.

IF DIFFERENT,FROM AB0VE

• QELDED CLIP

• IF g THK PLATE IS USED" 1

CLAtf SHOULD STILL BE IDENTIFIED AS A TYPE 'C'

-i'k ON THE DRAWING BUT A

~

s

• NOTE SHOULD BE ADDED

'{THKPLATEUSED*

[ i PLATE SHIM E IF RE0'D BOLTED CLIP (1' THICK (MAX) i i i LENGTH k

\\

WIDTH To LTRAY l

HOLE FOR j' f BOLT SUIT)

I

( A-307 MIN)

TRAY CLA.T SHIM (FILLER PLATE)

D( +}. -3 )

(REF ONW l

IF REQ' D D TO }

HOLE FOR l'f BOLT & WASHER SUPPORTm 8

1, l

\\

l TOTAL IRRECULAR

! FILLER GAP BETWEEN CLA?f-HOLE AS IN CLAMP [ PLATE

}

TRAY AND TRAY SHIM IF RE0'D SHALLNOTEXCEED{.

4 i

l 1; BDLT NAX FILLER R THICKNESS {'

NOTE:

SHIM PLATE NAY BE FIELD FABRICATED AND PAINTED VITH 'CALVAN0X PAINT'.

I WELDS FOR SHIM PLATE TO CTH ffteER ARE NON-Q WELDS AND NEED NOT BE E ASURED.

TYPE ' C' CLAMP BOLTED OR WELDED SH 1 0F 2 ersm *

• e e+

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rav. 5 July 1, 1986 Page 81 1

ATTACHMENT

'A'

( CONT) gjMIN

/ ALTERNATL g V jMIN NTO WELD Q)

.. - r ; :... '.

>- l.

?. :.,. l

..s..:.-

' t., '. l TRAY cLApp

_TO SUIT 7 pay A

~ ~ ~

1 f

/

T g

7T y

,/

C

, f

.g..

C

/

n%

e

q g}MN / WELD @NON O NEED g V jMIN NNOT BE ffASURED CUT FROM STAN5ARD TRANSVERSE TYPE TRAY t

CLAMP CLAMP TRAY SUPPORT l

e

................. %... /.~.~......

......~ ~....

~

^/

/ >*

/

/

Q TRAY r e s

NOTE:

OVERHANG OF ' CLAMP' FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR NUT IS VITHIN THE SUPPORT MEMBER.

FOR WASHER (IF RE0'D) DETAILS,-

AND ORIENTATION SEE ATTACHMENT B1 TYPE ' C' CLAMP SH 2 0F 2

---v.

,e...,,-....,--.e_,

m,

__.,_-,__._,w,,,--~

-,_m, my.

,,,,v_w,_

--.---..,--.,.m7- - - _ - - - - -

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 82 3

.L 4

ATTACHMENT '.A' ( CONT. )

1

... ~,... ;. ::

~...

.x

,' ' TRAY ':~#..:.*..,.

x.,,x b

{, N AbHER E i

FOR 24' & WIDER t}RDHD

-D

• TRAY-VERIFY BOLTS (A307)

PRESENCE

+

i_- (SEE ATT 82) a.-

W/ WASHER.

2

.:. [:,

h BOLT ( A-325 MIN 1

~

9 uAnnet

.: Q G R TS CHANNEL '.'.,,',,

r

' ~.

', ', ' ".,. NOTE: RECORD "X*,'G'.'Y' j

AND ANGLE DIENSIONS

.SECTION

.:...SECTION ere

)

~'

TRAY

~

IRREGULAR CAP AT THIS INTERFACE d'( MAX)

HEAYY DUT M I' TRAY CLAMP Y B0T OF TRAY i

HEAVY DUTY TRAY l

TRAY CLAMP /

t 4

, l( MAX) i NOTES:

i

1. OVERHANG 0F CLAM FROM SUPPORT STRUCTURE IS. ACCEPTABLE AS LONG AS p BOLT THRU SUPT BOLT HEAD OR NUT IS WITHIN l

THE STRUCTURE EPSER.'

2. SHIM PLATE MAY BE FIELD O(d*

)

[ SHIM R1' THICK (MAX) t CUT 10 SUIT)

FABRICATED AND PAINTED WITH GALVAN 0X PAINT.

l

3. IRREGULAR CAP BETWEEN

- 0 70 )

SHIM PLATE / TRAY CLA W AND SHIM P ATE /

STRUCTURAL MEMBER NOT TO EXCEED

' EACH.

4. FOR WASHER (IF RE0* D) DETAIL.

t AND ORIENTATION SEE ATT *B1*.

..\\

i/

TYPE

'D' HEAVY DUTY CLAMP 1

i 4

4

-,...--,....~.-.-,-.---....---.-_._......,-,-.-.---..,_,-,.,ew.,,-_w.--.,,-,

.w..

_w.,.-,

-+

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986

/

Page 83

(

• * =

.,.. -,.o.. i.

...AT.TACHMEN.T ' A' '( CONT. )

9 :

t B--l*$ RD 1

HD BOLTS

TRAY,

( A307)

'E X

V/VASHER T. -.;

.89

~x 44

.~

X( NOTE 1P -

-X(NOTE 1)

.-j 1

1 (NOTE 1)

CHANNEL OR TS

,-[

!X(NOTE 1) u RECORD WELD TYPE.

CHANNEL OR TS LOCATION. SIZE, LENGTH..

,Y,,,

O WELD / BEVEL. IF USED.

CAN BE EITHER SIDE OF PLATE.

RECORD X,t AND Y DIMENSIONS.

FILLET WELD IS ACCEPTABLE IF NO BEVEL IS PRESENT.

FOR PARTIAL PENETRATION

,~

OR FULL PENETRATION WELD,

. RECORD THAT THICKNESS AS (t/2).

IRREGULAR GAP AT THIS INTERFACE TRAY k I NI.

• TR AY-- -

HEAVY DUTY-- - i-HEAVY DUTY-- -i-

~~

TRAY CLAMP TRAY CLAMP

[ B0T OF TRAY

, l..

1..

GAP l ( PAX)

NOTE:

1. HEASURE HOLE CLOSEST TO EDGES ONLY.

2. FOR WASHER ( IF RE0'01 DETAILS AND ORIENTATION REFER To ATT.*Bl*.

4 TYPE ' E' CL AMP O'

AT TRAY SPLICE WELDED TO SUPPORT r-n-

n.+

,-.-,w.

. -, - - - ~

-r--

---

.-------,,,---~_ng

--w-->

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 g

Page 84 yf ATTAC.HMENT ' A' ( CONT. )

ANCLE,

~~

RECORD DIM NSIONS TRAY

,XINOTE 1)

-X( NOTE 1) 4g T

' Tx(NOTE 1)

~

n f

(f*,

f

!X(NOTE 1) i

~~

HDB{'LTSdRDj.

t...-

==~:------

w p-f 8-i

{'y BOLT ( A-325 MIN) i O

1

& WASHER Gl ' -

( A307)

(

W/ WASHER g

~-g RECORD X AND Y DIMENSIONS.

D RECORD G AND ANGLE DIMENSIONS.

rTRAY IRREGUL AR CAP AT

...(

THIS INTERFACE

~

HEAVY DUTY TRAY CL M

{

BOT OF TRAY l--. BOLT THR,U e

- - -. - -. = =

l I' SUPT GAP SHIM P 1 j( MAX) i i THICK (MAX) 0(deh

1 CUT TO SUIT NOTE:

- 0 70- {

1. M ASURE HOLE CLOSEST TO EDGES ONLY.

2. OVERHANG OF CLAlf FROM SUPPORT STRUCTURE IS ACCEPTABLE SO LONG AS BOLT HEAD OR NUT IS WITHIN THE SUPPORT M MBER.

3. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH " GALVAN 0X PAINT *.

4. IRREGULAR GAP BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL MEMBER SH ALL NOT EXCEED i EACH.

5. FOR WASHER (IF REQ'D) DETAILS AND ORIENTATION REFER TO ATT. '81'.

")

7 TYPF ' F' CL AMP

, O AT TRAY SPLICE

( BOLTED TO SUPP)

+

w.

-y-._.

__g_vy.

w-,__

,,,,,,_,,,.,,,--_m, a

-.mm_9___

y--

,.,.mp, w-

.. =

TUGC0 Civil Structural Engineering t

TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 85 o

t

,, ATTACHMENT A'

( CONT. )

..:. 4 c

- ** ** TRAY CAP 2' te

-t: ( TYP) 1

.(TYP),

80TTON

,0F TRAY hg j

g4p y 1, l RECORD WELD TYPE, g

. t- {

SIZE. LOCATION ETC.

g

' SUPPORT

. CAP U

- - CAP V

• .M i.

CAP (U+VJjMAX.

~

~

FOR PARTIAL PENETRATION OR*

GAPt 2+W) l MAX ( TYPICAL)

FULL PENETRATION VELD. SHOW THROAT THICKNESS ASt tah) i

Q X

EDGE OF TRAY

(

m CLAW (SEE TRAY t

DET A ALS0)

I

/

CLAW S ON TWO SIDES OF

~~

j

,/

TRAY NEED NOT BE IDENTICAL Y-

/

/

1 O

l l

c I

y I

DETAIL e _

PLAN RECORD Y,X DIffNSIONS THIS DETAIL MAY BE USED WHERE TRAY BENDS.

IF REQUIRED.-THE VERTICAL PLATE NAY BE l

BENT TO FIT THE CURVATURE *0F TRAY.

TOP i

HORI2ONTAL PLATE MAY ALSO BE CUT To HATCH TRAY.

lO l

TYPE

'G' CLAMP l

l

=

l l

l

TUGCO Civil Structural Engineering THE-TVM-CS-001, Rev. 5 g

July 1, 1986 Page 86 Q

..',I_'.'.,

ATTACHMENT.' A',.( CONT. )

HQ1'LT t8 f RD

. TRAY y

/ WASHER X(NOTE 1)

M TE 1) b j

X(NOTE 1)

A A AA IIII x

X(NOTE il v y..x..z.,

~~

g DR TS RECORD WE 7E. LENGTHY.

y*

• . LOCATION, ETC. )

RECORD ANGLE DIMENSIONS

' ^

I d

1. MEASURE HOLES CLOSEST TO EDGES ONLY.

2. RECORD ON CTH DWC THE X'AND Y DIMENSIONS.

3.FOR WASHERtIF RE0'D)' DETAILS AND ORIENTATION SEE ATT B1.

_ IRREGULAR CAP AT...

THIS INTERFACE j ( MAX)

TRAY TRAY HEAVY DUTY I

~

H EAVY DUTY Ti4AY CLAff l

TtAY CLAtf l

u...

i..-..

CAP MAX)

CHANNEL OR TS CHANNEL OR TS TYPE ' H' CLAMP

( AT TRAY SPLICE WELDED TO SUPPORT)

,. _., _ -,,. -, - - - - - ~ ~ - = " + - ~ * * ' ' ~ ~ " ' ' ~ " ~ ~ ' ' '

~

TUGCO Civil Structural Engin33 ring TNE-FW1-CS-001, Rev. 5 July 1, 1986 Page 87 ATTACHMENT

'A'

( CONT. )

lOLT( A307)4,,,,. :,"

ANGLE X

HD@80LT g, RD 1

W/ WASHER TRAY,,

1 1

( A-307)

VASHER l$.

p V/VASHER RECORD ANGLE

'/

R TRAY 24 DIPENSIONS A d AND UP VERIFY x

D

. PRESENCE (SEE L..

ATT 82)

-X CHANNEL OR'TS

- Y CHANNEL OR TS 3

FOR WASHER (IF RE00) DET ILS RECORD ' X' AND ' Y' DINENSIONS.

AND,0RIENTATION SEE ATTACH?fNT '81*.

SHOW WELD DETAILS ON CTH ORAWING

( TYPE, SIZE, LOCATION, LENGTH)

_ IRRECUL AR CAP AT THIS INTERFACE

} ( NAX)

-TRAY' TRAY

~~

/

'l HEAVY DUTY ~[

}fEAVY DUTY

~

TRAY CLAFP

[

TRAY CLAff l

m.__

7 CAP AT ic max)

CHANNEL OR TS

• CHANNEL OR TS

)

O TYPE ' J' CLAMP

( WELDED TO SUPPORT) l

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986

,e 1

Page 88 A.TTACHMENT

'A'

( CONT. )

g t

'h3$j'h{RD

[

es 7

W/ WASHER,7 X(NOTE 1)

,,X,Q NgTE 1) t g

--l Y

'j X(NOTE IC n.

A m

.I II X

~

o X( NOTE 11

- G G-i t

C OR TS RECORD WELD DIMENSIONS,.

. m.

LOCATION, TYPE ON THE.. ' *:....

CTH DWG. WELD / BEVEL IF USED CAN BE EITHER SIDE 0F PLATE.FII.LET WELD IS ACCEPTABLE IF NO BEVEL IS PRESENT.FOR PARTIAL

• THROAT THICKNESS AS (t/2)

L OR FULL PEN WELD SHOW

1. MEASURE HOLES CLOSEST TO EDGES ONLY.

2. RECORD 'ON,CTN DWG THE X.t AND Y DIPENSIONS.

3.FOR VASHER(IF REQ'D) DETAILS AND ORIENTATION SEE ATT Bl.

i

_ MRREGULAR CAP AT.

"HIS INTERF ACE d (MAX) i TRAY TRAY l

HEAVY DUTY I

HEAVY DUTY I

TRAY CLAMP j

TRAY CLAMP l

i

,t..

.L..

CAP l( MAX) i

-Q CHANNEL OR TS Q CHANNEL OR TS

)

TYPE ' K' CLAMP

~*

( AT TRAY SPLICE WELDED TO SUPPORT)

___ _. ~ _._., _-

TUGC0 Civil Structural Engin33 ring TNE-TVM-CS-001, Rev. 5 July 1, 1986

~

Page 89 f3 V

\\

X--

ATTACHMENT

'A' (CONT)

.,., '. ~.,..

',.j#i 0. '

K y

• WASH,ER PLATE 7-TRAY x

.~

If4Y PkESpENCE T '--] *.x h

CHANNEL o

x t

(SEE ATTACH 82)g i

1.-

l

--o-

.I i x"

l----

N ma j

j u[: l" BOLT 1.]*pRDHD RECORD dNGLE j l W/ WASHER BOLT ( A30T)

, W/STD WASMER,.. -l.,*.DIENSIONS

( A-325 MIN)

, ',,.,, l RECORD

'X',

"G" AND 'Y' DIMENSIONS

,, -l

.5

. z TRAY

)

{

IRREGULAR GAP HEAVY DUTYT '

v l(THISINTERFACE AT TRAY CLAW h BOT OF TRAY MAX) t I

'HEAV/ Ot TY3 m

TRAY CLAW CAP l

""[ TRAY

[

( mx) t l

TRAY

~*

• I l

NOTES:

1

~1. FOR WASHER (IF REC' D) DETAILS l

AND ORIENTATION SEE ATT.

'81.

• BOLT THRu

/

l

2. OYERHANG OF CLAMP FROM SUPPORT d

STRUCTURE IS ACCEPTABLE AS LONG SUPT j.

AS BOLT HEAD OR NUT Is WITHIN SHIM JP1 THICX THE SUPPORT NEPSER.

( MAXI

.3. SHIM PLATE MAY BE FIELD CUT TO SUIT FABRICATED AND C0ATED WITH CALVAN0X PAINT.

d. IRRECULAR CAP BETVEEN SHIM PLATE / TRAY CLAW AND STRUCTURAL E MBER NOT TO EXCEED g EACH.

w$

TYPE 'L ' CL AMP

( BOLTED TO SUPPORT)

---

,-..-,,,.----------,-n

---

,_,----,-,.-------._,,-,,n.--_-.

.,,e.,-,.

TUGCO Civil Structural Engineering THE-FVM-CS-001, Rev. 5 July 1, 1986 Page 90

,p j

ATTACHMENT

'A' ( CONT. )

i VASHER I!.FOR RECORD ANGLE

. 24 INCH & UP TRAY DIMENSIONS

. VERIFY PRESENCE g.

...- ( SEE ATTACHENT 82).

.+

.....',__y_

. g TRAY..

. /..*,.

'., _g' x

• r o

...o _o...-x

..$ 2d' p RDHD C

C x

BOLTS ( A30T) w W/ WASHER

• . _ y.,=

-l RECORD X,Y AND C DIMENSIONS X

$ ' BOLT ( A-325 MIN)

ASHER IRREGULAR CAP AT THIS INTERFACE { (MAX.)

TRAY TRAY

- [--

j BOLTTHRU SUPJ.

HEAVY DUTY' o( +}. -!) _l TRAY CLAFP g l

,,.}

' g

[, f,'

! BOT OF TRAY e

SHIM $!.1* THK (

X. )

CAP l

• CUT TO SUIT

( PMX)

DETAIL A i

NOTES:

1.0VERHANG OF CLAMP FROM SU.* PORT STRUCTURE IS ACCEPTABLE SO LONG AS BCLT' HEAD OR NUT IS WITHIN SUPPORT MEtCER.

2. SHIM PLATE HAY BE FIELD FABRICATED ANO PAINTED WITH 'CALVAt40X* PAINT.

3. IRREGULAR CAP BETVEEN SHIM PLATE / TRAY CLAff AND STR HEM IS k (NAX.) EACH.

4.FOR VASHER (IF REQUIRED) DETAILS AND ORIENTATION SEE ATTACHMENT

• Bl*.

O Tree '"' c'a"e (BOLTED TO SUPPORT 1 l

TUGCO Civil Structural Engineering TNE-TVM-CS-001, R3v. 5 July I, 1986 Page 91

. ATTACHMENT ' A' ( CONT)

....i:

, f.:l..

,1 RECORD ANGLE DIMENSION X

z-....

,)

r VA' SHER PLATE '.

X A 0)

S ER 4 g--

.' VE I R SEN E

. ( SEE ATT. B2)

{*

LT( A-325 MIN) t.i TRAY

• x w/VAS R g

Z' o

y r

t x

t,

\\

'/

C

..1-g TRAY

~G

~

l m

.~

---IRREGULAR GAP 1

HEAVY DUTY TRAY CLAFP}l d(THISINTERFACE AT s

,y BOT OF TRAY MAX)

O

_ q L.,

I HEAVYDUTY}.I g

TRAY CLAMP i

CAP l TRAY G

TRAY l_

t,_

, yx, BOLT TMRU I

SUPT NOTES:

O!4,+ l . O TO } 1, FOR WASHER (IF REQ'D) DETAILS l SHIM P 1 THICK AND ORIENTATION SEE ATT. '81. ' (MAX) CUT TO SUIT

2. OVERHANC OF CLAtf FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR HUT IS WITHIN THE SUPPORT PEPEER.

3. SHIM PLATE MAY BE FIELD FABRICATED AND COATED WITH GALVAN 0X PAINT.

d. IRREGULAR GAP BETWEEN SHIM PLATE / TRAY, CLAMP AND STRUCTURAL MEMBER IS g MAXIPtjM EACH.

S. RECORD X, Y. AND G DIMENSIONS. TYPE ' N' CLAMP ( BOLTED TO SUPPORT):~. m -, = - - - - _, - -,, -, -.,, - - - -... .,.__,r-y.

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 92 }J \\ 1 ATTACHMENT 'A' ( CONT. P.;r.. .,;.. ; g 1 RECORD ANGLE DIMENSION 5 l'd RD HD TRAY ' BOLT ( A30T) ~ . WASHER P. FOR W/ WASH..,.. ER%f

• TRAY AND-UP --

n u .x g VERIFY. PRESENCE ~ l ( SEE ATTACHMENT '82') t ASHOW t.0C. SIZE.L'ENG7H. _ & TYPE ON CTH DWG. ~ _\\C OR iS OR TS y l RECORD 'X" AND 'Y' DIlfNSION. L IRREGULAR AP AT THIS ~ INTERFACE ( MAX. ) HEAVY DUTY HEAVY DUTY [ TRAY CLA!P TRAY CLAW I [ BOT.OFTRAY-i i-. - GAP l C MAX. ) .C OR TS C OR TS FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION SEE ATTACHMENT 'B1'.' TYPE ' P' CL AMP HEAVY DUTY f - ~. - -. ..., -.. - ~ _...,,, -...,,,, <---n-..--,..

TUGCO Civil Structural Enginasring TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 93 o ATT C'HMENT 'A', ( CON.T) 4 VASHER P.FOR'~ . J _. f4' TRAY AND UP g,_ X VERIFY PRESENCE V C (SEE ATTACHNENT 82) l4 BOLT ( A-325 MIN) Y., ~~ ~~~~9 XL 7 W/ WASHER h,. N ~ lC J'jyD, l .,> M.L-W/ WASHER RECORD ANGLE.X AND Y DIMENSIONS hQ TRAY 4, IRRECULAR CAP AT TRAY TIIS INTERFACE ) f TRAY jk (MAX. 3 p BOLT THRU SUPT O-HEAVY DUTY ~ TRAY CLAff HEAVY DUTY SH TRAY CLAMP TRAY , 7 'IM PLATE ,h l THICK ( MAX. ) BOTTOM CUT TO SUIT ,jOFTRAY O( --d. +} ) O TO } GAP l ( NAX. )- ~ ~ NOTES:

1. OVERHANG OF ' CLAMP' FROM SUPPORT STRUCTURE IS ACCEPTABLE So LONG AS BOLT HEAD OR NUT IS WITHIN SUPPORT MEMBER.

2. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH ' GALVAN 0X PAINT'.

3. IRREGULA.R CAP BETVEEN SHIM-ANGLE / SHIM-STRUCTURAL tEMBER g ( MAX. ) EACH.

4. FOR WASHER (IF REQUIRED) DETAILS AhD ORIENTATION SEE ATTACHMENT

'B1'. O Tves o c' axe "eavv ou11

i TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 94 ATTACHMENT 'A' ( CONT. ) .x d VASHER P FOR ~ TRAY 24' AND UP = y i**"" VERIFY PRESENCE (SEE ATTACH B2) T o e> M 'o g 4 '.fC, ORTS I ~ '[.' I............ G)pRDHDBOLT -- TRAY I 1 ' ( A 307 W/VASHER) 3 C OR TS RECORD ANGLE DI,MENSION. RECORD VELD DETAILS ( LOCATION, SIZE, LENGTH TYPE). RECORD "X* AND 'Y' DIMENSIONS. FOR VASHER,IF REQ' D.SEE ATT B1. IRREGULAR CAP AT lHIS INTERFACE t -( MAX). TRAY HEAVY DUTY TRAY TRAY CLAbP HEAVY DUTY TRAY CLAPP \\.- .I BOT. OF TRAY .I -CAP {(MAX) .e C OR TS C OR TS TYPE ' R' CLAMP HEAVY DUTY .,up

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 95 ATTACHMENT 'A' ( CONT. ) TRAY { 'VASHER I-FOR TRAY WIDTH = 24 & UP RECORD VERIFY PRESENCE - (SEE ATTACH B2) ANGLE. DIMENSIONS U [STRUCTURALMEMBER l*pORj'p X ROUND HEAD BOLT ( A307) WHEX NUT & WASHER / X TRAY .Y..-----. j p] fx I i. lI Y q - 3 j----- -- x r:.u.w.u.i--------y y STRUCTURAL MEM ER NOTE: RECORD WELD LOCATION, TYPE. l-. SI2E AND LENGTH. RECORD X AND Y DIMENSIONS. i - CAP j (MAX) IRREGULAR GAP AT l- - IS INTERFACE =9 (NAX) TRAY - / 4 ECTTOM 0F TRAY I: I FOR WASHER (IF RE0' D) DETAILS AND ORIENTATION SEE ATT Bl. / J } l l w ,.o_. TYPE ' S' CLAMP ,e.- _,,,.r, ~., _.., -,, _.,..., -. _,,. _ _. - - -w, e-.

GCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July I, 1986 Page 96 ATTACHMENI ' A' ( CONT. ) x TRAi 1. pC6-{pRDHD50LYS ~ ~ .I=-- Xl(NOTE 1)M .-. X { = ( A307 W/ WASHER) l (NOTE 1) {

((j!;I

~

4. "_. _.._ 4..

X ( NOTE-1)

l.,,' ;..

x . L,. -

U.,,,

9.._._ _. t. - o X + NOTE-13 i I o ? Z.. : CHANNEL y ? 'OR TS ~ RECORD WELD (LOC..SIIE. LENGTH & TYPE) WELD / BEVEL. IF USED. CAN BE ON. EITHER SIDE OF PLATE. FILLET WELD " CHANNEL OR TS IS ACCEPTABLE IF NO BEVEL IS PRESENT. RECORD X AND Y DIMENSIONS. IRREGULAR GAP N A ( X HEAVf DUTY TRAY CLAMP TRAY ~ ' - ' HEAVY DUTY TRAY CLAMP I I l TRAY "l i l BOT OF TRAY L... L--- 4 GAP l NOTES: ( MAX)

1. tEASURE HOLES CLOSEST TO THE, EDGE ONLY.

-2. IF' WELD'IS PARTIAL OR' FULL PENETRATION SHOW THROAT THICKNESS AS (t/2). s

3. FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION O

SEE ATTACHMENT '81'. TYPE ' T' CL AMP (WELDED TO SUPPORT) .e = ,,-,..,4 .m-, -y y- -._, .-__--m. - - -,--i. 7 -. -.--., -y

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 97 ATTACHMENT 'A' ( CONT. ) t6-jpRD. y- ~ HD BOLTS ( A307 V/ WASHER) X ( NOTE 1) x ~ RECORD p X(NOTE 1) 4 GI J ANGLE 4 .. DIMENSION) t+t.(7g4y ( 4-6 x ~ --XL NOTE 1) CHANNEL 1 M EL --- G TRAY '. d j' (SOLT ( H. S. ) RECORD 'X'. 'C' AND 'Y' DIMENSI'ONS. c.i .[* ~ HEAVY DUTY m] TRAY CLAW ] 4 CAP l (max) BOT OF TRAY ~ .I L... [ ] ( f-TRAY \\ IRREGULAR CAP AT THIS INTERFACE -.i HEAVY DUTY d (MAX) l BOLT THRU TRAY CLAtf SUPT O ( --{, +j j y r-SHIM lP. l' THK ( MAX) -- J / CUT TO SUIT [ TRAY ./ ( i 0 ( --4, +} ) t... d \\ NOTES:

1. MEASURE HOLE CLOSEST 70 EDGES ONLY

2. OVERHANG OF CLAW FPON SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD.,OR NUT IS WITHIN SUPPORT MEMBER.

3. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH

' GALVANOX' PAINT.

4. IRRECULAR CAP SHIM TO ANGLE / SHIM TO STRUCTURAL MEMBER.

k MAX ( EACHl.

5. FOR WASHER ( IF REQ' D) DETAILS AND ORIENTATION, SEE ATT B1.

l TYPE ' U' CLAMP l ( AT TRAY SPLICE WELDED TO SUPPORT) i t e es - gipy,.__=----.-.,,,--.,,_-9y- ~.,a ,,w, ,,,,,,.,--,,-p w,.a g ,,,.-,-.-->w v. ,.,.wv -ewe w^ e - e t -T*--- a

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 19tG Page 98 ATTACHMENT.'A' ( CONT. ) RECORDONCTHDWd*X'AND'Y'DIffNSIONS. g 6 -l pRD r_ HD BOLTS RECORD , ( A307 W/ WASHER) XOiOTE 11 r NOTE 1) l l ,- X( NOTE 1) ANGLE $51 DIMENSION S TRAY n ~ d + -X( NOTE 1) p ~ DETAIL VELD 1 ( TYPE, LOCATION, C OR TS SIZE, LENGTH) OR TS r ~ TRAY "RREGULAR CAP AT IS INTERFACE (MAX) HEAVY DUTY HEAVY DUTY TRAY CLAMP .I TRAY CLAMP TRAY BOT OF TRAY ( ( l... rc OR TS + 4 NOTES:

1. MEASURE HOLE CLOSEST TO EDGES ONLY.

2.FOR WASHER (IF RE0* D) DETAILS AND ORIENTATION SEE ATTACH. Bl. 3 t ' O Tree v c'ase (WELDED TO SUPPORT AT TRAY SPLICE) -m-w w wg ,..yvys,w .,--.-..-w.,,,,wy .,,p,,,--,-o,agvweW--wv-'--i---,-

---

w-

--~v-w*---T-w----- ---+v-----m---------vw-----r

TUGC0 Civil Structural Enginaaring TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 99 ATTACHMENT A ( CONT. ) NOTES:

1. OVERHANG OF ' CLAMP' FROM SU?PCRT STRUCTURE IS ACCEPTABLE So LONG AS BOLT HEAD OR NUT IS VITHIN THE SUPPORT M MBER.

'.$ SHIM PLATE t%Y BE FIELD ~ FABRICATED AND PAINTED WITH CALVANOX PAINT.

3. VELD FOR SHIM PLATE To CTH PEMSER ARE NCN-SAFETY RELATED VELDS, AND NEED NOT BE RECORDED.

d. IRREGULAR GAP SHIM TO ANGLE / SHIM TO STRUCTURAL MEMBER TO BE y, MAX. ( EACH)

O 5. YOR TRREGULAR CAPS BET' N TRAY AND CLAMP GREATER THAN USE SPACER. (SEE ATTACHMEN B2)

6. ANGLE PLATE CLAMPS MAY 'BE BENT TO FIT THE CURVATURE OF TRAY.

O f-TRAY k. w { I BOLT THRU SUPT e l RECORD SHIM P-

8. FCR WAS'HER (IF REQUIRED) DETAILS THICKNESS (1

• MAX)

AND ORIENTATION,SEE ATTACHM NT B1. ...L, f \\' ,e ~ -= , g TRAY IRRECULAR CAP l HEAVY DUTY A,T THIS INTERFACE TRAY CLAFP Q ( MAX) MEAVYOUTYs$ (PLATE OR TRAY CLAMP ( PL ATE OR v ANGLE) ] ANGLE) ) BOT OF TRAY l --I g,, [ j TRAY CAPj L..- \\ ( MAX) GENERAL NOTES & TOLERANCES FOR CLAMPS, INCLUDING THOSE OTHER THAM TYPE ' A' THROUGH ' Y' m .y.-,

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1906 ( 'Page 100 TRAY CLAMP WASHERS ATTACHMENT '81' 4 MIN MIN o i t, I .l g +.- i n .i Lh .~ _ _l HOLE FOR : I'T P L

• i l

~ BOLT BOLT -BEVEL WASHER FLAT WASHER BOLT WASHER DIA DIA DIM 15 s .i 1 f 1f 1 1l 1) i 24 it i 26 24 BOLT FOR BOLT FOR- ~ TRAY CLAMP TRAY CLAMP ( A-3OT MIN) ( A-30T MIN)- BEVEL

=

CTH CHANNEL] fp WASHER CTH CHANNEL ( ~

• 2 a

~) WASHER

s NOTE:

( TO BE USED WITH ATTACHtfNT "0" \\ AS REQUIRED. w. l

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 101 O' ATTACHMENT 'B2' THESE{VASHERPLATESSHALLBE INSTALLED IN TYPE 8, D, J, L. M, N, P,0, R AND S FOR TRAY VIDTNS OF 24 IN. AND LARGER. THEY MAY BE USED AS SPACER PLATES WNEN THE SIDE GAP BETWEN THE TRAY AND THE CLA.T EXCEEDS }. ~ !.i** NOTE: PLATEDIMENSIONSAREFORINFORMATIONONLh.". CUT DIMENSIONS NEED NOT BE VERIFIED BY QC. IF RE0'D .i TO CLEAR ('. INTERF. 7 g q BOLT CT N I [ ] MIN yMIN 1 ( TYP) DETAIL FOR 2 - j'y BOLTS CUT ~ ~ ~ ~ ~ IF RE0' D-I TO CLEAR INTERF. h\\\\\\N l e + + og l

• = 1 ( 2})

j MIN FOR j'p BOLT { MIN FOR {' p BOLT O osTar' roa 1 - 1

• on 1
• so'T I

TUGCO Civil Structural Engineering TNE-FVM-CS-0 01, Rev. 5 July 1, 1986 Page 102 ~ ATTACHMENT 5 ' THE-FVM-CS-001 TYPE-1 MODIFICATION FORM CTH No.: UNIT No.1 SUIT. DING: ROOM No.: ELEVATION DATE: WALKDOVN ENG. : IR No. : sp,n DESCRIPTION OF TYPE-1 MODIFICATION REQUIRED ~ Eg9 g 2 1 . g -

d..

4

....~..? >..

i i t. *. G em 9 -,w,- ,,-.w. -.---------...---c,m,ym.-_,--.-. --.-,,-,----r--------,.----.y., ...-,__--.---,----=w -, - - - - - ~,

TUGCO Civil Structurcl Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 103 '( B,OLT,_ HOLES jl,_STRUC,TURAL STEEL Il 1 WEB LONCITUDINAL I f \\ f h FLANGES AIIS S 2 l I f M N ROSS SECTI6NAL PLANE NORMAL TO LONGITUDINAL AIIS SAMPLE STRUCTURAL SHAPE.. (CHANNEL USED FOR EXAMPLE') (APPLICABLE FOR ANY SEAPE) SECTION A-A REJECT * ? ACCEPT ** ~ l t l p HOLE OR BOLT ~

• O

f. d io ? f yJ f R f' I bMUST BE. GREATER t TaAx 2" I f HOLE. HOLE. ,f, t, 8, OR i BOLT s g g f I g I OLE , QHOIiE p' I ~.% 0 LT '.' ] l [ y 3 *f i '( j

• HOLES OR BOLTS IN THE SAME CROSS-SECTIONAL PLANE

'** HOLES OR BOLTS NOT IN THE S AME CROSS-SECTIONAL PLANE ' -^ MUST ALSO MEET DISTANCE CRITERIA (GREATER THAN 2". CENTER-J'? LINE) AND HOLE SIZE CRITERIA (3/4" DIAMETER OR LESS). O i e --..,-.-n-- ,,,r--,..,,,_,,,..w.__..,,,-...,...,r--,. .,m,.._,-,,_..,,v.,-.

TCGCO Civil structural E..gi.eering TNr.-TVM-CS-0 01, Rev. 5 July 1, 1936 O Page 104 .J ~ ~~ ATTACEMENT E UNIT 1 CABLE TRAY IANGER DESIGN ADEQUACY WALKDOW CEECKLIST (Reference Procedure No. TNE-TVM-CS-001, Rev. 5) l 8 CTE NUMBER AS-3CILT WALKDOW ENGINEER: AS-3UILT WALKDOW ENGINEER OR CRAFT PERf 0: , ILD GROUP MALKDOWN ENGINEER: W (For Steps 13,14, and 15) WILD. GROUP WALKDOW ENGINEER: LOCATION OF CTE: 1. BUILDIN 8 1 2. TLOOR ELEVATION j r /^ l l 3. ROOM NO. 4. MAP No. t 5. A. TYPE 1 MODIFICATION FORM NO. (If Applicable) 3. EM5bD ATTACEMINT FORM RECEIPT ACKN01C.IDGMENT (If Applicable) NOTE: 1. This checklist is to be used in conjunction with ~~' '~ Procedure TNE-FVM-CS-001, Rev. 5 to assist the walkdown l team in complying with the procedure and does not substitute for the procedure. 2. Tr.is checklist supersedes, but does not impact any previous checklists generated in compliance with Procedure TNE-AB-C5-1 and CP-El-4.0-75 or previous revisions of TNE-rvn-CS-001. t l e t ( .1.: e 7,__ y_.- - - - - ,y

TUGCO C'ivil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 198K . /( *, - _ Page 105 ATTACMMtHT E (Centleved) CalTERIA FOR WALRDOWN TEAM t. Correst dimenstens shall have a green Ink sheek mark placed adjasent to, or above the dimensten en the drawing. 2. Inserrest dimenslens shall have a slagte line drawn through it and the

• as-bultta dimensten entered adjacent to er above the "as-designed" dimensten, and both dimenstens shall be sleuded together.

These entries shall be la red Ink. 4 3. Olmenalen andler any other httributes whleh are laassessible for emelfloation purposes shall be Identitled by entering *lA* adjasett to the " as-designed

• dimenslen andler attribute and eleu(ed together.

These entries shall be la red Ink. (Mete. In the samments solumn the reason for Inassessibility I.e., thermelag, obstrustlen, etc.). 4. All entries en "as-design

• drawings are to be made la either green.* red er black hatt metat e,*.

He other types of writing implements are to be used. S. All steps en sheekilst are to be sempleted, no steps are to be left 8 blank. \\^ 8. If more reem la required for comments than provided en ehecklist use a separate sheet of paper and label it with the'CTH number and attach it to the back of checklist. T. If a sheek mark la placed la the No solumn put a belef esplanetten why, la the comments solumn cl.e.. N#A for Met Appfleable, inassassible, welded to embedded plate, no additlenal attachments to support. etc.). S. This sheehlist la to be I'l l i e d out using a black ball pelat pen. 3. 'T h e Type l Modification Form when required wit'l be filled out using a blash ball point pen.

10. For affleleney of ressurses all CTMs will be verified In their entirety regardless of the esistense of a "NO* en the cheskilst.

This is required se that any and all defielenstes esa be address at one time. O e s 3,-,, ,m,-,- -,,v---., v. w ..ye-.,e_ -ewm .-we----.-e-,-sv w. -r. %m

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 106 ATyACMMENT E JCentinuest I I I yr, I t curewttt? sites awe erteessveeW t ceuurgy, t t t wo i l I I I I i 1. Have you verlfled that Fleid Engineering i I 8 ,I 'I has Indleated en Sheet I that,they have i I I g I performed the tasks described in i I I I f Sara $ ? ? a' 9 .3 t t t i I I I I I 2. Have you used the feettien plan en CyN I l i I I drawing to find CTN in the fleid and i I I l I verlfled that the tagged muster en the CTN I I I I f le the same as the etW to he "as Bultt** t ~ - ~ ~ ' t t t '8 I I I I I 3. Have you checked to see if the "As-Designa l i I J f and *as.SulIt" eentleurattene ePe the geme91 1 t 9 ~ ~ l I I I I l' 4 Have you sketched in Red ink any differ. I I I I f eness from_the 'se-eentehed* eenfleuratten9, t t t I

I I

I I I S. Have you added any dimenstens required but i I I 'l I no t shown en the "As-Designed" drawingt i I I I f These eatetes shatI he in red inn f f I t ) I ~ I I I I

,/s I

g. De all asseptable dimenslene andler I i i i I attributes have a green sheek mark I i I I t ferftects 11' t t t t i I I I I I T. Have all non. complying dimensione andler i I I I t atteIbutes been eePreeted ferfterla ft' f f t t 1 I I I I 1

3.. Ma s "lA" heen entered for all Inasseselble.8 I

I i 1 dimeantean sedfee attelhutes ferfterfa 319 9 9 9 t-"~ l I I I I 9. Verify aneherage detall i I I I I I I I l-I a. Have you ver1 fled support aneherage, I I, I I i surface mounted plate tr angle are i I I I I shown Isize a thlehnessi, if NfA. 1 I l I I Identify if it is a welded Installatlant I I I t er what etu numbee ft la emmmen wfth I f f f I I I I I I b. Have you sheeked for a gap behind the 8' 8 I

• I l

t base piste and or anglef Record en i I I I I en the Type i Nodifloation Form gaps I I I I I greater than Ills" fwllhls the I I I I I envelope el 3= a g" with espanslen . I I I I f ancher se T%eker bett at mentert t t t t I I I I I I e. Have you cheeked to see if the base i I I I I state andfee ansten are ahlmmed' I t t t~ ~ ~ ~ ~ I I I I I I d. Have you checked for spaetag slelattenst I 1 I l t frem Wllt belts (WNB er NRKRt te-I f f f z. v l -, -. - -.. - - - - - - - ~ ~ - - - - - - - - - - - - - - ~ ~

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 July 1, 1986 Page 107 ATTACMMENy E (Continuset 8 I I I I f eWrettftt stres awe ernestoffew t coeurwTt t tre t we t I l

• l I

I i

1. Ansher belte on separate adjacent i

I l l I fisturest Elf in violatten record I 8 I I l distance, di e s tpJ ine & unleue i I I l l -I de n t f f t ma t l an en-swa 1 9 i f i I 1 I ' 1 I 2. Embedded plates (If la eletallen i I I l l receed en dwet 9 f f f I I l i I I

3. Edge at eenerata feeludies eall sad I 8

4 4 I fleer penetrattens (if la vietatten i l l I I record en dwgl. Abandoned anther I I I I I holes er unused espansion anther I I I I I belts. tif in violatten record en I 8 l l l dwe 1 f f I t t I l 1 1 4 4. Heel of the angles used for water 1 i l i p I tight doors andler removable bleek i l l l I. openings (if In vietation_ record on I I I i t ] I dwn.) t I t f I I ,8 I I I e. Have you vertfled the aneher bebt type i I l I I ti.e., *Mllt! Kwik Belt, Milll Super I I I I I Rwik Belt, Richmond Insert er thru I l I l i belts 19 9 9 9 9 1 3 8 8 I I f. Have you vertfled the anchor belts for I I I I I the fellowingf I I I I I I I I I l Wa t e r.l a l type (Rishmend laserts i I I .I f entv) esfer to Table 7. f 1 -f f I ~~ ~ I I 2. Size, Ola., projectlen 8 Seit i l. I I I I I l t Length verifloation (projaetten 4 I l l I I Seit Length identifloation is for I L l I i I M8999 M matv) onfer ta Tahta e f f f f l I l i I f 9 euantite i t t i s-t I l i I l 4 Leeallen of member with respect to i I 8 I t helts. t t f f 8 t I I i 1 S. Centerline belt distanee from heel i I I 8 I of angle or channel 8 etc. (Sage i I I I I dimenslen.nefer to Table le er I I I i 1 afte1 1 f I I I I I I I $0 Have you identitled the Cable Tray Clamp 8 8 8 .I I Type used? Refer to Attachment A. (Oraw 1 I I I I detall of elamps not shown in Attachment A B l i I g.~ - .. n.t d....... .n. ...wI f f SN. .9-O --em. e._ _. - - - - -, - - -,, -e, ow,,..,,,,,,,, -,,,,,-.e.yvc-,_,.,--- -,--,___,.v-- -m--- .--_,____m ,m,c7,,,e.m..--,,,,.

TUGCO Civil Structural F.ngineerin:- TNE-FVM-CS-001, Rev. 5 July 1, 1986 C. Page 1.08 G.. ATTACMMErtT E (CentInvedt .~. t i 8 8 i t eurettest steen awe erseasettew 1

eeuurgy, t vrg ? we t i

I I I I I a. Have you s h o e k*e d for gaps la essess t t I t I of.the ma:Imum allowed as shown en I t. t t t Attaehment A tif la eseess record en i I I B t Turt t t t t t t 8, I I 8 11. A. Old you verify.the me. of Cable Trays I t l t I en support and size (width 4 depth) of 8 I i t Cgble,Irawn fst?e satv ff vtethlett t t 1 9 I 1 1 I I i 12. Old you 1eeste the Cable fray within i e I t sueeeet' t 9 -t t 8 I I I I i 13. Have you verified and green sheeked all I t I I I welds in esmatlance w y h the "As. Designed" l I I I t drawfmet i t t t t 3 I I I 8 14. Have you sketched in any differences in I l t I i I the "as.Buttt" weto avmbets' t t t t i I I I t I 15. Have you added any weld symbols required I I I I i but met shewa en the *As Dettened* drawine't i f t t 1 I I i 16. Have you cheeked for any additlenal attach l l I I I meats to CTu ? f f f I I I I I I a. If attachmenta are Condult. Pipe, etc. I I I I I I I t 1 t 1 Old you record size, Identify .I I I t I attachment and make a sketch en i I I 8 --- - t drawfme' t i f e t I t I i t

2. 'Did you record span Lt & L2 ef I

I I I t attaekment' t t t f I t t I I I b. If another CTM is attached i I I I I I I I I i 1. Old you record the attached CTH I I t t I sugybAr f t t t t 8 I t i I 2. Old you show how the tre CTN's l I 'l I I are attaehed l t I t t I I I I I l 1 IT. Have you verified the en t s tence of a vent I t t I I hele la tube steet er any elesed eaction I t t I member having sever plates used laside I t t t t t y g g, gent, e e t t g P-I

TUGCO Civil Structural Enginacring TNE-TVM-CS-001, ReV. 5 ATTACHM.".NT 'F

• Jdly 1, 1986 BASIC DIFINSIONING REOUIREriNTS Page 109 4

of,d !! size I s 2.I SIZE" L li D i i r_ _ _ _, a .i s li ,d2 i-i

i ii li il l

l l l I;_ _ _ _ _ _ _ _ _ _r i .-i , -- i

I i

gi ig T *DI 'B Y l-l l -- l w l l lQl .O Vi ELEVATION A-A SECTION'B-B '. r-SECTION 0-D e p .C w e E e i i _. EY P'r===---,,,g,_La-_ g g ~........... T n s I, an m s ii di I.q -COL __ ii o i .t s is SECTION C-C

{ } l y,c0L i

+ s.4[A l t i 1 a i f j N' fiI i, W]' is .M1H C a FWP ~a TA Q

• THIS DIMENSION IS NOT O

REQUIRED AS AS-BUILT VELD LENGTH VILL BE 3([.)0. GIVEN. 3 CATION PLAN AT FL EL

i i E0' D TUGC0 Civil Structural Engineering R THZ-TVM-CS-0 01, ~Rsv. 3 - July 1, 1986 .m Page 110 II-ATTAGHMENT 'F '( CONT' 01 T BASIC DIP.ENSIONING REQUIREF.ENTS di ! j.l EDGE OF PLATE 3 F: ..tv................... I' I SIZES LENGTH 4 [ ;, SIZEV LENGIH f I l J 2 L6X6X{ amt 2'-ID LONG B u l I-7.~ /- SIZE & TYPE y _ Ql#t /,,0F BOLT e Al 4 .n? T i... I..I......::::::..... 7: PIPE 8 4 i d I ---SUPPORT j SIZEN LENGTH f SIZEV LENGTH B SECTION

• B-B w

- OVERHANG FOR CANTILEVER BE A.*.S, AS SHOWN BELOV. ~ ') ELEVATION A-A i ,: 'y~ ( o .L.I .o I 'l = r

s. y x,

.m. l L jf Fw-f V ' ~'

u

~ 4 I }"4 REQUIRED 4 V a c '~ ~ I FOR CA!.CULATING GAGE LINE DIPENSION FOR ANGLES. ADD o THIS DIMENSION IS NOT THICKNESS OF ANGLE. REQUIRED AS AS-BUILT WELD LENGTH VILL BE GIVEN. ADD TER g* "./' .F.OR CAGE j -ASURE THIS s N -g A. s v i L g., -nT s ) A n END O.: THREADED. INSERT g I w ( NOT NUT) PRD JECTION. ,'s..- ATION PLAN AT FL EL I - _ ~ - _ - - - - _ _

TUGC0 Civil Structural Engineering TNE-TVM-C,-001, Rev. 5 ATTACHMENT 'F ' ( CONT

• 01

' July 1, 1986 BASIC DIMENSIONING REQUIREMENTS t i Page 111 ~ N_l d2 L Q gFVP A. B f .:. \\/ y ~;. . 4 4.. ~ i, i, ) o

• 12 DIMENSIONS REQUIRED VHEN g18 ONLY THE CABLE TRAY p

IS COVERED..'. gs a, e PLAN ^' B I L Il Ir = :2 5 5 r = = = di I; [ il i ll i ( f-}, , -j* j7 GAP BETWEEN ll-l - - - - - - - - -1 1 l iw CONCRETE & STEEL IL1 LL1 f.:, y y L. NOT NOT NOT RE0' D RE0' D 1 { ] ABANDONED HILTI. HOLE.ETC. DIMENSIONS REQUIRED VMEN BOTH THE CABLE TRAY AND THE CTH ARE COVERED.

n 0,

l..h! .e i r___ EDGE OF tsxsx]x2'-1 LG 'E 'E CONC COLUMN ll ll ll ll l SHIM PLATE h lL [ ll ELEVATION A--A ll l F - -- - ~ ~- - - 71 11 C B Il II: - - - - - - - - El II 5 e a ll 11 11 11 l .>9 4l. fil 11 ~ 11 II l I !Fil= _____=_dl 11 l l l tr-1 l l 11 ll 11 11 bus _ _ m; ;; ~' -) I L ~ [ l l m, IA DIMENSIONS REQUIRED g I FOR LOCATING AND SITING BUS DUCTS. 1

TUGCO Civil Structural Engineering TNE-FVM-CS-0 01, Rev. 5 y. July 1, 1986 ') ATTACHMENT *T

• t CONT' Di

/ Page 112 - (,) BASIC DIMENSIONING REQUIREMENTS mah Q. COLUMN OR. CEILING.

• _I

=::=::=::: a OVERLAP OF y- ~ %.._.' PLATE't j -- ANGLE / CHANNEL

7...p::: :

-FOR EDGE l - 13 D* STANCE 1

T ;:;_

i' ( TO t ? 8 !!iU- ~ DISTANCE ,I:j -EDGE OF I' 2 i.; , VIOLATION. ~ EMB$t g, k1 i.i:j jj 34 T1: B

i:

N l jlj FROM EDGE OF BEAM r. To E.

=

a=== F Wr. 1: o !i SECTION B-B i i

l:

l:

ili . W.

I::

FVP ) . c., 9 d2

l::

r !s- ~ i.. FOR VELDING VIOLATION j*li

g!

IDENTIFIED BY OC ~ d2 l. r. g 7 i -r

.. - 2

- NOT 3 RE0'D - NOT CTH REQ'D ~~ ~~~....- ELEVATION A-A + gm g H' CTH PIPE O k. SUPPORT ..,0 FOR VELDING VIOLATION p IDENTIFIED BY QC g [] N ~~ D b w PARTIAL PLAN '00s 90. 59 500E0 % ATToCHMENTS l l l [

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 July 1, 1986 Page 113 ATTACHMENT "G" i8

m..![

.. =. = gg we o .1 >= o 5 ;y, a .s

E..

a mo = a: 1

== =- II: ylg I82 -3 I Jz z af .T I d s.,. aE . 7. E " m.- c:

• 4

>e T..j{ { f I: nd p.: $ I"A J .!(25. sag:{T

3 c c

t- ) r!t*r :E 3 M w: al g L. gg,: 3 W i e2 s e. g,.;. y ss.. s x w w a!!!m.E,!g.=: w u s 1a= i, a.; = .i.:. e a, g =. zS :E .n... x lii., ' ,, l I ,31g I .I m $3 - i -i m a u g -4 i! r =2.. el : g 1 g!.gSS ! r

emr, E

=l g g [ i m :: 5 i. ? d of

::-fi;; a,

l' ~ a r:l es::., : cs.. e,s s .+ - 3 x-)'. t s .;t... H l s\\ !Y T-u s:r

• T

~.;c- .~ 1 g:.. ,. F--t e c:./ - em .m :: 353 s, _._ m _. 7 : ! .s y : (~~. 4 a a 4 I 8 . 3 15

=

=> r g + t 6.". :Tt .3 / 8 ,d + 1 i. .e E! ...Q.. t j a,

.r_s_ v 33

. f is t's h N D hi ( ~. .2% E E- ' EI "I 8 N :: j 6 i t t h g g n( I: ,,1..ge . m. 8 \\

• I is I

t. t t t .] N,, n,8 i 8 / r 3..,.4-i ' d-t k [ ud,--- uh... : &[ r%e J, 3e j

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i 'TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 5 i July 1, 1986 Page 115 .. ) ATTACHKENT H ITEMS TO BE DELETED FROM THE CTH DRAWING s. The following list of items are to be deleted from the "As-Designed" drawing prior to or during the "As-Built" Walkdown. 1. Embedment of expansion anchors. 2. Overhang dimensions of channels (Dimension "D" Attachment F). 3. All elevations listed on the drawing oth'er than the elevation added by the field engineers in red ink. 4. Resultant dimensions (i.e. where the sum of a string of dimensions would not add up to the overall dimension due to allowable tolerances). 5.. All tolerances listed on drawing. g'. ~~6.--The unused item from design and/or construction notes where an option is available to the installer (e.g.1/2" or 3/8" plate, L5"x 5 x 3/4 or L6" x 6" x 3/4, etc.).

7.. Specific installation and/or construction notes that serve no purpose after construction is completed.

8. Notes referencing " Location Plan Dimensions" and "For Specific Details" and any reference to the notes on the drawing. 9. Scope for Diagonal Brace hote calling for equal leg lengths or one leg not greater than 1.5 max of the other leg, i.e.1:1 (1.5 max). 10. Delete word " type" when shown on the support to denote clamp type. 11. Note " Grout as Reg'd". NOTE: Additional items may be required to be deleted. Additional deletions will be done at the direction of the Design Adequacy Supervisor by memo. NOTE: Items 1, 5, 6, 7, & 9 are to be left on the drawing if the CTH is IA. This information is required by DVG. e e.

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 b( July 1, 1986 Page 116 j ~ l TO: UNIT 1 CTH MANACII DATE ATTA N I UNIT 1 CA3LE TRAY BANCZ1 DESIGN CTI ATTACID TO IM3DDD FMTE (EINCZ F10CIDURI 30. TNE-TVM-CS-001 RIv. 5) CTI EMBE1: ~ AS-3"ILT WALEC' N ENGINEZ1: ~~ I LOCAIION OF CII: ~' 1. BUILDING .)

2.. FLD01 ELEVATION

,(,, 3 3. .00s,0. 4. MAP NO. 3. TTPE 1 MODITICATION FCIM NO. (if applicable) The aheve CTE has one or more members attached to an e= bedded plate. This f act is brought to your atte= tion and further disposition. b i 4 e a, l t '_i 1 l 1

TUGCO Civil Structural Engineering TNE-TVM-CS-001, Rev. 5 e July 1, 1986 l Page 117 I ATTACHMENT J mere c:+=*M angles are used for framing mter tight door or remwable block all ope:.ings, the minima clearance fran centar line of hilti ander to the opening edge is 5" plus 5 tines the w ati anser dia ter. ^ b"+bd ~

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TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rav. 5 a July 1, 1986 Page 118 P l ATTACHMENT K" i CONSTRUCTION OP3ATION TRAVELER 35-1195 giRAVELEANO.- gEQUIPMENTNO. gNIT NO. GQUANTITY @NE_OF_ @ TIVITY DESCRIPTION @REFEREiiCEDRAWING3 @PEC/ PROC /DG.IRSTR.- @0 CATION g 3YSTDt PREPARED BY DATE , DEPT. REVIEWEI! BY DATE ANI REY!EW DATE -~ OP.H0 DDT. OPDATIO.1 SIGNATUR$ DATE 1 This traveler is to be,used to identify and provide infor-macion identified as inaccessible on the preliminary as-built dravias, which has been deterzJaed by Engineering to be required for design review of Unit 1 Cable Tray Iangers. 1. Eng. Inaccessible Ites: l Q.C. QC Resolution: l 2. Ing. Inaccessible Ita=: 1 l Q.C. QC Resolucion: * ~ i l 3. Esg. Inaccessible Items q.C. QC Resolution: I Reference Doevaents: D ~% 2 t -,,w., ---_,,m.,._.,w__.,_-,-...y.... my-,,.~,me_.- _m,-,_ ._-......--,,,..,..,_-,y_, -_-,y_.-._-.-em. .-..w--

~ TUGCO Civil, Structural Engineering TNE-FVM-CS*091, Rev. 5 a July 1, 1986-Page 119 ATTACHMENT "K" (CONTINUED) CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITT DESCRIPTION pre-n- PREPARED BY. DATE REVIEWED BY DATE ANI REVIEW DATE op.no atrf OPGATTom sicwArcar. nArg Zag. Inaccessible Item: k I,Q.C. QC Resclucians d 'j ) f D r,. inadcassible Item: i *** (/ m / \\ \\ / m4 Q.' C. QC. R.e sol.u. cion: .-.. -==-. t ~ Eng. Inaccessible Ices: [ a m..- Q.C. QC Resolution: I TJ l Eng. Inaccessible Item: Q.C. QC Resolution: l .f.%. t s /' ) (v< l e e -}}