ML20094N227
| ML20094N227 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/13/1984 |
| From: | Mary Walsh Citizens Association for Sound Energy |
| To: | Atomic Safety and Licensing Board Panel |
| Shared Package | |
| ML20094N162 | List: |
| References | |
| OL, NUDOCS 8408160131 | |
| Download: ML20094N227 (114) | |
Text
n bl UNITED STATES OF AMERICA NUCLEAR REGULATORY COPNISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of i
I TEXAS UTILITIES GENERATING l
Docket Nos. 50-445-1 COMPANY, et al.-
i and 50-446-1 (Comanche Peak Steam Electric Station i
Station, Units 1 and 2) l CASE'S ANSWER TO APPLICANTS' STATEMENT OF MATERIAL FACTS AS TO WHICH THERE IS NO GENUINE ISSUE REGARDING THE EFFECTS OF GAPS ON STRUCTURAL BEHAVIOR UNDER SEISMIC LOADING CONDITIONS in the form of AFFIDAVIT OF CASE WITNESS MARK WALSH 1.
Applicants state:
"All bolts in multiple bolt, bearing-type connections will react
+
imposed shear loads within at most the distance of the bolt hole tolerances. (Iotti, Finneran Affidavit at 8 g /.)"
4 I disagree with this statement (and with some of the statements in the Affidavit). At the point all bolts begin to react the shear loads (that'is, when the last bolt will have received a 1 lb. shear load),
the first bolt that has reacted the shear load may have the shear load of 1,000 lbs., and this may have exceeded the allowable shear capacity of the bolt. This is assuming that the first bolt that reacted the shear load has not failed when the last bolt begine to resist the shear load.
g/ I believe that the actual citation should be at 4-5.
i l
1 8408160131 840813
- {DRADOCM 05000445
^
PDR L
r, One of Applicants' primary arguments which is contained in the back-up Iotti/Finneran Affidavit is regarding the definition of
" oversized" bolt holes. This is addressed in detail in answer 2.
following.
One example of statements with which I disagree which is made in the Affidavit of Dr. Iotti and Mr. Finneran is found on page 5 of the Affidavit (last paragraph, continuing on page 6), wherein they cite
" Structural Design Guide to AISC Specifications for Buildings," by Paul F. Rice and Edward S. Hoffman (Attachment B to Affidavit).
Although the one page (268) from that document which Applicants have attached appears to be accurate /2/, their discussion and the portion cited (which is out of context) are very misleading.
(See
' Attachment A, pages 264 through 271 of the Rice /Hoffman text.) In the portion attached by Applicants, Messrs. Rice and Hoffman are only talking about connections that receive static loads (i.e., loads that do not change direction) because the yielding stress criteria is not applicable in friction-type connections, as will be discussed later.
The connections referenced by Messrs. Rice and Hoffman specifically exclude the supports that have dynamic loads (as will be.shown below) cuch as most of those supports at CPSES.
In addition, the inelastic deformation in bearing-type connections is recognized by the AISC Code 1.5.2.2, where the allowable bearing strees is 1.35-Fy.
at Therefore, the Applicants' statements are lacking reference to the
/2/ It should be noted that I have not reviewed the entire text of the
~~~
other reference cited by Applicants, " Plastic Design of Steel Frames,"
and cannot state whether or not it is taken out of context.
2 l
l
specific amount of~ inelastic deformation allowed by the AISC Code for a non-dynamically loaded structure.
On pages 265-266 of the Rice /Hoffman text, following a discussion of AISC and ASTM specifications, it is stated (the numbers Messrs.' Rice and Hoffman have placed in parentheses refer to sections from AISC or ASTM):
"The use of ordinary (A307) bolts is limited by a number of Specification requirements. The allowable stresses are low:
tension Ft = 20 kai on the threaded area; and shear Fv - 10 kai (1.5.2.1).
The slip before full bearing is achieved on a group of ordinary bolts effectively rules out the sharing of stress in a mixed connection. Holes are to be taken as 1/16 in. larger than the nominal diameter (1.23.4), and the ordinary bolt does not expand to fill out the hole like a driven rivet nor can it be used for dependable friction. Stress sharing may not be assumed between ordinary bolts and rivets or welds (1.15.10; 1.15.11).
In addition, low-strength bolts are not permitted in important field connections including... connections subject to vibration, impact, or stress reversal (1.15.12)... " (Emphases added.)
As discussed above, according to Messrs. Rice and Hoffmar (Applicants' own chosen authority), A307 bolts are not permitted in connections subject to vibration, such as those at Comanche Peak.
Applicants have admitted that the connections at Comanche Peak are-subject to vibration. Applicants' witness Finneran stated, in regard to the support which Jack Doyle and I noticed that had failed during hydrotesting (Tr. 4793/15-4794/4):
"Q:
(By Mr. Reynolds) Would you render an opinion on why tha paint that Mr. Doyle talked about may have flaked during the flow of fluid through the pipe?
"BY WITNESS FINNERAN:
"A.
I would say that possibly vibration may have been a cause for paint coming off of the deformed area during flow of fluid during the pipe; one possible cause.
"Q.
Yes. So what you are saying is that it could have been that when the deformation was caused during construction, the paint cracked but remained on, and then when vibration occurred due to hydrostatic flow, the paint chipped off?
~-
- - - - - - - - - ~ - - - - - - - - -
1 p.
1
)
"BY WITNESS FINNERAN:
"A.
It's a possibility. I couldn't say if ti:st's exactly what happened." (Emphases added.)
And-at_Tr. 5002/24-5003/9, Mr. Finneran further testified:
"Q:
(By Mr. Walsh) Is vibration a common occurrence at Comanche
. Peak?
"BY WITNESS FINNERAN:
"A.
I think all piping systems-that have fluids in them or flowing to them are possibly subject to some vibration.
"Q: How about other pipes, main steam? Will they have vibrating effects?
"BY WITNESS FINNERAN:
"A.
Quite possibly there will be vibration in the main steam piping." (Emphases added.)
The ASME Code requires the Applicants to minimize vibration where it states:
"NF-3112.2 Design Mechanical Loads.
. The requirements of (a), (b), and (c) below shall apply.
"... (c) Component supports shall be designed to minimize vibration."
In addition, according to Messrs. Rice and Hoffman (Applicants' own chosen authority), Applicants are also barred from using A307 bolts because of stress reversal.
As indicated above, Messrs. Rice and Hoffman cited the AISC code (to which the Applicants are committed through Specification MS-46A),
Section 1.15.12, which states, in part:
" Field Connections
" Rivets, high strength bolts or welds shall be used for the following connections:
... Connections for supports of running machinery, or of other live loads which produce impact or reversal of stress.
"In all other cases field connections may be made with A307 bolts."
(Emphased added.)
4
CASE requested, through discovery on the issue of Applicants' Motion for Summary Disposition regarding generic stiffnesses, the-drawings which the Applicants used in their Motion. Of the 60 supports which the Applicants provided (I count 59, but this is immaterial to this point), 52 had reversible loads which is a reversal of stress on the supporting connection. (See Attachment 3, the referenced 59 drawings.) On the drawings, the reversal of loads is shown in the block listing the loads and the direction of the load is indicated as +
or
. Of the 7 supports which do not contain reversible loads (CT 013-006-S22S, CT-1-013-004-S32S, MS-1-001-002-C72S, MS-1-01-001-C72s, CT-1-013-002-C42S, CC-2-011-719-A53R, CT-1-013-011-S22R), 5 are spring cans and 2 are rigid-type supports. Based on this random sample, 88% of these supports require high strength bolts due to the requirement of a reversal of stress (load) f3/, according to the AISC Code (to which the Applicants are committed in design specification MS-46A).
It is also obvious from the preceding dis,cussions that Applicants are in violation of ANSI N45.2.11, 3. DESIGN INPUT REQUIREMENTS, 3.2 Requirements, which states, in part:
"The design input requirements should include the following where applicable:
"(9) Mechanical requirements such as vibration, stress, shock and reaction forces." (Esphases added.)
h/ Stress is equal to the load divided by the cross-sectional area of the item under consideration.
5
F-2.
Applicants state:
" Applicants' specifications for bolt hole tolerances are 1/16" for up to 1" diameter bolts and 1/8" for 1" and greater diameter bolts.
l (Iotti, Finneran Affidavit at 7.)"
I agree that this appears to be Applicants' current practice (although Applicants have not'provided copies of the specifications themselves with their Motion for Summary Disposition). However, I do not agree with the implication, which is obviously that Applicants' specifications are acceptable.
I maintain that Applicants' practice (or specifications) is contrary to applicable codes and NRC regulations.
One of Applicants' primary arguments which is contained in the back-up Iotti/Finneran Affidavit is regarding the definition of
" oversized" bolt holes. This is a crucial argument for Applicants, because according to their own statement (bottom of page 6, Iotti/Finneran Affidavit):
"The 8th Edition of the AISC Manual of Steel Construction is quite instructive on this point. At page 5-58 of the Manual, Paragraph 1.23.4.3 (Attachment C) states ' Oversized holes may be used in any or all plies of friction-type connections, but they shall not be used in bearing-type connections. '" (Emphasis added.)
i Applicante claim ( Affidavit, page 7) that they use more stringent tolerances than defined by the AISC Code (to which Applicants are comaltted, according to their Design Specification MS-46A). A claim the Applicants make in the Iotti/Finneran Af fidavit (page 7) is:
"AISC defines ' oversized' as d + 3/16" for bolts up to and including 7/S" diameter, d + 1/4" for 1" bolts, and d + 5/16" for bolts greater than or equal to 1 1-1/8" (sic) diameter."
6
! ~'
I do not agree with Applicants' representation as to AISC's definition of " oversized." A point which the Applicants fail to make is as shown in Attachment C to their Affidavit, AISC Table 1.23.4,
" Maximum Sizes of Fastener Holes, Inches" (emphasis added) -- that is, that these are the maximum size of holes. For a 1" diameter bolt, the maximum size hole for a standard hole is 1-1/16".
If the hole is greater than 1-1/16" up to and including 1-1/4" for a 1" diameter bolt, the hole is considered oversized.
It is apparent that the Applicants do utilize an-oversized hole for the 1." and greater bolts.' As stated previously, paragraph 1.23.4.3 of Attachment C of the Applicants' affidavit (from 8th Edition, AISC Manual of Steel Construction, page 5-58), states:
" Oversized holes may be used in any or all plies of friction type connections, but they shall not be used in bearing type connections." (Emphasis added.)
It can be seen from what is shown above that bearing type connections can only be used with standard size holes.
If the hole is greater than a standard size hole, bearing connections are not allowed.
Therefore, the Applicants are not in compliance with the AISC Code to which they are committed (according to their design specification MS46-A).
On page 7 of Applicants' affidavit, they state:
"Thus, Applicants' specifications for bolt hole tolerances can definitely not be called ' oversized,' as that term is generally used in the construction industry."
Although the Applicants have not sized their bolt holes to the maximum allowed for an oversized condition, the bolt hole is still an 7
e i
oversized hole (as discussed above). And, as the' term is generally used in the construction industry, holes are considered to be oversized if they are over a standard sized hole, up to and including the maximum oversized hole allowed. Contrary to what Applicants state (Affidavit, page 7),'they are not in compliance with standard industry practice.
There are several' aspects of this matter of which the Board should be aware. One of the most important is whether or not Applicants even-attempt to determine the size of bolt holes and, if so, how? During the 6/6/84 telephoae conference call between Applicants /NRC Staff /and me, I requested documentation (original and all revisions of procedures or whatever other documentation exists) showing that QC inspectors inspect the whole tube steel base plates prior to inserting the bolt (which is the only way QC could be certain when inspecting that there were no oversize holes).
(See 6/6/84 conference call Tr. 74-76.)
In Applicants' 7/15/84 letter to CASE President Juanita Ellis (received by CASE 7/16/84),. Applicants' counsel stated (page 2, second full paragraph):
"Second were materials concerning Applicants' practice regarding the inspection of bolt holes in base plates, which relates to the motion concerning the effect of gaps. This information is attached. Copies of an example of the Material Identification Log, and the associated hanger drawing, for support H-BR-2-5B-001-009-3 are provided. This log is filled out by the'QC inspector prior to release of materials, including base plates, from the fabrication shop. Althcugh not separately called out on the log, one of the attributes of base plates the QC inspector examines is bolt hole size."
(First emphasis in the original; second emphasis added.)
)
1 agree with the statement of Applicants' counsel that the 8
~1nspection of base plates for bolt hole size is not separately called out on the Material Identification Log,' and in reviewing these documents (see Attachment C), I see no reference to the QC inspectors' verifying the. hole size.
There is additional information which' indicates that QC inspectors
~
do not inspect for oversize bolt holes. In the sworn affidavit of Howard J. "Robbie" Robinson (sent to the Board and parties with CASE's 11/28/83 Answer to Board's 10/25/83 Memorandum (Procedure Concerning Quality Assurance)), Mr. Robinson stated (page 7):
"My duties as general foreman over the fab shop consisted of fabricating items such as pipe hangers, cable tray hangers, and Q miscellaneous steel assemblies for subsequent installation in the field... I did, over a period of about three years, engage in an ongoing argument with one of the foremen within the steel hanger department whose duty was to install hangers in the field where he challenged the practice in the fab shop of drilling 1" holes in base plates to the code allowable of 1-1/16" diameter for a 1" bolt. His stand had been that we were allowed to overdrill the 4
hole to a 1-1/8" diameter... he... made the statement to me that he had been drilling them oversize all along and intended to continue to.
If he in fact did drill these holes oversize, and I believe that he did, one must assume that any subsequent QC inspection failed to identify this."
(Emphases added.)
(See also discussion under answer 2. preceding.)
Further confirmation of what I believe to be the truth of this matter is to be found in a document concerning an investigation conducted by Applicants into allegations which had been made.
(See Attachment D, 3/9/84 TUCCO Of fice Memorandum to Listribution from Jerry C. Walker,
Subject:
Resolution of QAI-0001, and the attached 2/22/84 TUCCO Office Memorandum from Boyce Grier to Antonio Vega,
Subject:
Investigation of Allegations QAI #0001.) Item 3, page 2, of the t
9
t i
2/22/84 Memorandum discusses allegations of an alleger that an oversize hole.(1-1/2") had been drilled for a 1-1/4" Hilti bolt in a hanger base.
plate (i.e., a hole 1/4" larger in diameter than the bolt).
Mr. Grier states that he subsequently identified the support in question as CC 070-002-A33R (copy of the as-built drawing for the support is Attachment F to his report). He further states:
"There is nothing in the documentation package for this pipe
}
support to indicate a requirement for or the approvel of an oversize hole.
I reviewed the reports of the QC in'pections for.
the Hilti installation for this support. These are contained in
-the following:
"IRMR-19682, dated 7/1/81 "IRMR-53200, dated 2/15/83 "IRMH-53257, dated 2/22/83 "These reports do not indicate any nonconforming or unsatisfactory conditions.
(Blacked-out) stated during his interview that he had no knowledge of oversize holes ever being drilled for Hilti bolts.
"I made inquiry of pipe support engineering (Jay Ryan) as to i
whether an oversize hole for a Hilti bolt in the support in question would be of concern.
I was told that it would not be a problem.
"The allegation that an oversiz'e hole had been drilled for a Hilti l
bolt could neither be confirmed or dismissed.
It appears that physical inspection of the holes for the support in question wculd be the only way to resolve this matter.
In view of the response from Engineering regarding the significance of this matter, it does not appear necessary to pursue the matter further." (Emphases added.)
Thus, the investigator reviewed the documentation packages and saw no indication of an oversize hole or of a requirement for or the approval of an oversize hole. He reviewed the reports of the OC inspections, which did not include the Material Identification Log which Applicants' counsel referenced as being the documentation I 10 L
b requested regarding-Applicants' practice for the inspection of bolt holes in base plates. When he checked with pipe support engineering (Jay Ryan), he was told that the 1/4" oversize bolt hole would be no problem, although no basis is given in the report for Jay Ryan's disposition of-the problem.- Based on Jay Ryan's position, the
' investigator ceased his investigation -- even though he admitted that he could neither confirm or dismiss the allegation.
Therefore, as demonstrated above, Applicants' statement that they have no oversize holes (including those greater than the 1/8" criteria Applicants claim to use) is without substance.
3.
Applicants state:
" Test data indicate that bolts of the kind Applicants use have margins of safety for shear displacements equal to the maximum bolt ho'le tolerances ranging from 5.6 (1 1/4" super kwick Hilti) to 3.2 (1 1/4" Richmond Inserts).
(Iotti, Finneran Affidavit at 8-9.)"
I agree with this statement, but I do not see where it is material to the Board. This statement discusses displacements only. For the Applicants to be in compliance with IE Bulletin 79-02 the factor of safety must be based on ultimate load, not displacement.
Using the test data shown in_ Attachment A to Applicants' testimony in September 1982 (Applicants' Exhibit 142D, admitted at Tr. 4794, Attachment B), for a 3/4" diameter Hilti bolt loaded in shear, the load at 1/8" displacement is 10,000 lbs. The allowable load as listed in E
the PSE Manual (see Attachment E, PSE Manual,Section V, Hilti Concrete Anchor Bolts, Rev. O, 1/8/82, page 8 of 10, Figure 6) is 3,693 lbs. for 11
a 3/4" diameter Hilti with 9-1/4" embedment. Therefore at 1/8" displacement, the Hilti bolt has exceeded its al'lowable by 10,000/3,693
= 2.71.
The same philosophy can be used for the Richmond insert..
Referring to Applicants' Exhibit 142D, Attachment C, sheet labeled 5, at a displacement.of.125" (1/8"), the shear load is approximately (14
+ 16) /2 = 15 kips. The capacity for a 1" diameter A307 bolt is 7.85 kips. Therefore, the load in the bolt has exceeded the established-l allowable by 15/7.85 - 1.91.
In addition, in the design of pipe supports at CPSES, the designer assumes the support is rigid at the bolted connections and does not move, and determines the stiffness of the support or determines the deflection for the support based on this assumption (that is, that the bolted connections don't move). Now the. Applicants are stating that the bolted connections by themselves will move 1/8".
It would appear that the Applicants are not utilizing appropriate design assumptions.
Only if the Applicants were utilizing friction type connections, would I
j their assumptions be proper.
At this time it would be appropriate to bring to the Board's attention what I believe Applicants are up to.
The Applicants, in this Motion for Summary Dispcsition, are addressing the consequences of gaps in bearing type connections. The Applicants have claimed to this Board on the record (for example, Tr. 5154/18-5154/15, 5161/7-25, and 5208/1-
- 17) that they utilize bearing type connections in the design of base i
12
p plates utilizing Hilti bolts..But in response to one of Cygna's questions in regards to Hil'ti bolts, the Applicants informed Cygna that they are designed as friction type connections and will not move because they are pretorqued.
See Attachment F (copy of the 4/19/84 letter, with relevant attachments, from L. M. Popplewell, Project Engineering Manager, TUGCO, to Ms. Nancy Williams, Project Manager, Cygna Energy Services), wherein Applicants state (bottom of page 9):
"Using our design approach, the Hilti joints, since they are pre-torqued, would perform as a friction joint within their working loads." (Emphasis added.)
This is a complete reversal of philosophy by the Applicants, not presented to the Licensing Board before. At Tr. 5208/1-7, Dr. Chang states that the loads due to pretorquing are to set the wedges and the pretorque value used is too small to be considered sufficient as a friction-type connection.
It is apparent that the Applicants are singing a different song in their response to Cygna. There is no indication within the Phase 3 Cygna Report that Cygna investigated whether or not the Hilti bolts are torqued sufficiently to be considered as a friction-type connection.
One must consider whether or not the statement made to Cygna is true (i.e., the pretorque provided to the Hilti bolts is sufficient to
(
consider them as friction connections). The allowable shear force I
assuming a safety factor of 2 can be calculated by the following formula modified from the Applicants' Motion for Summary Disposition on 4
cinched-up U-bolts, page 14 of Affidavit, modified to accommodate the shear force requirement:
l 13
~..
+
)
i V = (T/K x D)(.4)/FS where V = the allowable she,ar capacity
.4 = the coefficient of friction between concrete and steel K = torque coefficient =.3 D = diameter of bolt (say, a 3/4" diameter)
T = the applied torque FS = factor of safety = 2 The Brown & Root procedures shown in CASE Exhibit 669B (Attachment to Deposition /Teatimony of CASE Witness Jack Doyle), sheet 10P, for a 3/4" diameter bolt has a required torque of 150 foot-lbs.
The allowable shear value is thus 1/2 ( (150)(12) / (.3)(.75) ) (.4) = 1,600 lbs.
The allowable listed in the PSE Manual for a 3/4" diameter Hilti bolt is 3,693 lbs. or a (3693/1600)(100) = 231% difference.
The above analysis does not include creep effects on the concrete; these effects will decrease the pretorqued value. The coefficient of friction between the nut and the Hilti bolt was assumed to be.3.
Therefore, my analysis is on the very liberal side, and the Applicants'
(
statement to Cygna that the Hilti bolt connection is a friction 1
connection is lacking proper consideration.
In addition, when Brown & Root tested the Hilti bolts for i
i compliance to IE Bulletin 79-02 and compared pretorque to ultimate
- load, they neglected to consider an important factor. This factor is that Brown & Root did not measure the load induced into the bolt due to f
J 14
)
-pretorquing, but rather the ultimate load due to pretorquing in a tension tes,t.
To have measured the pretorqued value would have required Brown & Root to measure the displacement of the bolt due to an applied-load. When the bolt first begins to displace is when the pretorqued value is determined.
4 Applic' ants state:
" Consideration of all bolts in multiple bolt, bearing. connections, with bolt hole tolerances equivalent to those used by Applicants, to react shear loads equally is accepted industry practice and is premised on 4
the fact that the inelastic localized deformations that could result from self-limiting stresses do not unacceptably reduce the ultimate I
bolt capacity. (Iotti, Finneran Affidavit at 5-7.)"
I disagree with this statement. As already discussed above, j
accepted industry practice does not allow bearing-type connections when the bolt hole is greater than the maximum ~ standard sized hole. The inelastic localized deformations that the Applicants are relying on have limitations that the Applicants failed to address, as shown above; i
1.e., allowable bearing stresses and when bearing connections can and
]
cannot be used. Therefore, the conclusion that the Applicants have attempted to make is not complete and violates established code allowables and industry practice.
5.
Applicants state:
"The report CASE relied on (CASE Exhibit 1001) to support its contention that at most two bolts may be considered to react shear loads in multiple bolt, bearing connections addressed connections in which bolt hole tolerances from 1.33 times bolt diameter, up to 1/2" for 1" bolts, may be present.
I "These conditions could result in a safety factor for shear displacement of only 1.1.
(Iotti, Finneran Affidavit at 9-10)."
i i
l l
15
r 1
I
(
I disagree with the first sentence. As stated above, the inelastic deformations that occur with the Applicants' position will exceed established code allowables (i.e. allowables based on load, not displacement) with'these oversized holes the Applicants use. What Dr.
Fisher (referenced in the Iotti/Finneran Affidavit) was addressing was a warning to engineers and designers of the new Code provisions; i.e.,
an allowance for excessively oversize holes in column base plates where tensile forces are not commonly seen, and the shear force is accommodated by the compressive load of the column. With the old Code (i.e., the 7th Edition), no oversize hole was allowed with A307 bolts to resist a shear load.
But the new Code not only allows the oversize hole but the hole can be larger because, as Dr. Fisher states, columns are generally not experiencing tensile loads. Therefore, Dr. Fisher provides methods to accommodate connections for columns that do not contain sufficient compressive loads.
I partially agree with the second sentence, to the extent that it is correct when one considers displacement only, and not allowable stress, for a nuclear power plant.
P 6.
Applicants state:
"In a seismic event, only the first quarter cycle loading could cause preferentially loaded bolts to deflect in shear.
"For the remainder of the cycles the bolts will equally react the i
loading (Iotti, Finneran Affidavit at 13.)"
I agree with the first and second sentences; however, they are not reflective of the true extent of the problem, as discussed in the following.
)
l 16 l
i
4 4
The Applicants' example and position is demonstrated in Figure 1 below. At the end of the first quarter cycle loading on a-two-bolt base plate, the bolt that reacts first may deform at the peak of the cycle, as shown in Figure Ib below, as.the Applicants state. And as shown in Figure 1c, the bolt is permanently deformed.
In addition to this, Applicants have another flaw in their presentation. They assume that the bolt is behaving in a ductile manner, under a shear load.
This assumption is not consistent with the following statement from NRC Regulatory Guide 1.124 (" Service Limits and Loading Combinations for Class 1 Linear-Type' Component Supports," admitted at Tr. 5901, page 1.124-2, B.1.b.):
"The increase permitted by NF-3231.1 and F-1370(a) of Section III 3
for shear stresses or shear stress range should not be more than 1.5 times the level A service limits because of the potential for j
non-ductile behavior." (Emphasis added.)
Nowhere in ASME NF are the level A servico limits or the AISC Code for shear stress allowed to exceed the yield strength of the material.
Therefore, the Applicants are in violation of the ASME code, as well as the AISC Code, when they allow the bolts to exceed the yield strength 4
in shear and deform.
W 4l
- y
}l l
t+
F.u i f I. _JZ' I
2 I I LiCW r K1 I
/r/o
- - un (
, u!!
fr.t'"1 r/ I/
J' / /t Uf
+
fg(
p ur l
^y
'h O
8 t
a s
a r
FmufE
/
17
\\
l
1 The above example consisted of a stiff plate and a flexible bolt.
Another condition can also occur, and that is a stiff bolt and a flexible plate, as shown in Figure 2 following.
As shown in Figure 2b, at the end of a 1/4 cycle the original circular hole for bolt A has deformed into an eliptical type of configuration. At the end of the 1/2 cycle, there is now a gap on both sides of bolt A, as shown in Figure 2c below, and there is no bearing between bolt A and the plate. At the end'of the 3/4 cycle, the hole for bolt'B has now deformed into an eliptical type of configuration, as shown in Figure 2d. At.the end of the first full cycle, as shown in Figure 2e below, there are now two permanently elyptical-type holes with gaps twice as large as before the cyclic motion began, and neither bolt A or B is in bearing.
If the original gap for a 1" diameter bolt was 1/8", the gap now is 1/4", and this would definitely be considered an oversized hole in that particular direction. This is not allowed for bearing type connections, as Applicants should agree.
@e x@
@e e3 Le s@-
x e
R
- b c
CD Gib
@8 A@
8 A
d e
Aqu25 2
18
~
The deformation discussed in example 2 is possible since the AISC-
' Code at 1.5.2.2 allow's the bearing stress of the' plate to exceed the yield strength of the plate in the bearing type connection. 'The
- deformation discussed in example l'(the condition which the Applicants cite) is possible, but would conflict with Regulatory Guide.l.124. And I
nowhere in the AISC Code is the bolt stress allowed to exceed the yield strength in shear.
4 Example 2 is realistic when one considers the A307 bolt / tube steel / Richmond insert condition. When the axial force from the tube steel member is transferring this axial' load to the bolt by means of shear, the NRC Special Inspection Team (SIT) (as well as the j
Applicants) claimed that approximately 85% of the axial force being transferred as shear is in the flange of ' the tube steel member closest to the concrete. The thickness of the tube steel is at most 1/2" thick and the bolt is 1-1/2" diameter (minimum) for supports,within the i
containment. The bolt is designed for an allowable stress value equal i
to 10 kai (from Table 1.5.2.1 of the AISC Code, 7th Edition), yet the allowable bearing stress of this thin tube steel member has an allowable of 48.6 kai for yield strength equal to 36 ksi. The i
allowable capacity for a 1-1/2" dinneter bolt is equal to 17.67 kips.
Due to the high allowable for bearing stress, the allowable force for
]
the tube steel member is equal to 36.45 kips. This high allowable will permit deformations for the bearing type connections when cyclic loads
-are not a consideration. For this-reason, example 2 shown above is more realistic for the supports at Comanche Peak than the Applicants' 4
example and position.
In either case, the gap is an unacceptable j
19 O
e 2
a,-
,,,,,m
- w
np
,,t.
v-
,,4
,,a,,4 p--,-
.-------,-ey
\\
' condition for a dynamically loaded structure, and is not permitted
~under the AISC Code, Section 1.15.12 discussed in item 1, page 3, of this affidavit.
7.
Applicants state:
"The effect of gaps in seismic analyses cannot be defined in absolute terms. The effect is dependent en many factors, including the nature of the excitation (magnitude and distribution of frequencies), and the size, orientation and number of gaps.
(Iotti, Finneran Af fidavit at 13-14.)"
As indicated on page 14 of the Applicants' Affidavit, the existence of gaps in bearing type connections is a very complicated issue by the fact that non-linearities introduce additional impact loadings, as well as impact damping, and as the Applicants stated:
" Clearly, consideration of such effects would require complex analyses I
which depart from accepted practices." (Page 14 of Affidavit.) Not-only do I agree with this statement, but the AISC Code has recognized the complexity of the gap in bearing type connections due to cyclic i
loads. Paragraph 1.15.12 Field Connections requires high strength bolts for supports which produce impact or reversal of stress, as discussed above in Answer 1, page 3 of this Affidavit.
Therefore, the complexity to which the Applicants refer is their 4
own doing. The Applicants decided to use bearing type connections with low strength bolts, cud consequently are now attempting to justify their erroneous decision. The Applicants have resorted to crying on the Board's shoulder about how complex it would be if they were required to analyze the supports as they now exist.
20 i
- _ - =_
r-8.
Applicants state:
" Imp'act damping also occurs in seismic events where gaps are present.
"To account for this damping, however, would require consideration of effects that require complex analyses which depart from accepted design practices.
(Iotti, Finneran Affidavit at 14.)"
I agree with the first sentence.
I agree with the second sentence, as discussed above in answer 7.
However, I disagree with their back-up statement on page 14 of the Iotti/Finneran Affidavit, that the impact damping values would be greater than those specified by Regulatory Guide 1.61, for the following reasons:
If the Applicants' position is that a higher damping value would be allowed for bearing type connections, it is obvious that Regulatory Guide 1.61 does not allow bearing type connections for cyclic loads, or it would have been listed as a specific item, with a higher damping value. But since bearing-type connections are not common industry practice for seismically qualified supports, Regulatory Guide 1.61 did not list it.
Therefore, the Applicants' conclusion that a higher damping value should be allowed due to the bearing type connection would conflict with Regulatory Guide 1.61, as well as the AISC Ccde (to which Applicants are committed.)
9.
Applicants state:
" Material damping will take place as the gap is transversed without a corresponding feed of energy from the seismic event.
"This is a beneficial effect for the seismic response of the system.
(Iotti, Finneran Affidavit at 14-15.)"
21
F
~.
I' agree with the first sentence, as far as it.goes, and if one is not concerned with the inelastic behavior and unpredictab'le behavior of
~
the connection.
I disagree with the second sentence, because you lose the ability
-to predict the' response of the system; you do not know where supports will be moving due to the bearing type connection; you do not know
+
which supports will have the inelastic deformations of the bolts.
10.
Applicants state:
"Each of the factors. discussed in Findings 7-9 cannot be accounted for in the typical linear response spectrum analyses, as are used at Comanche Peak.
(Iotti, Finneran Affidavit at 15.)"
I agree with this sentence, but that does not necessarily mean that the Applicants' position is a correct one. To begin with, IE Bulletin 79-02 required the Applicants to perform tests on expansion anchor bolts. The Applicants neglected to measure the amount of displacement that occurs at the allowable shear value. This is the Applicants' own negligence.
Another important factor which the Applicants were negligent on is the use of the Richmond insert /A307 bolt / tube steel connection.
10 CFR 50.34(a)(2) states:
"50.34 Contents of applications; technical information
"(a) Preliminary safety analysis report. Each application for a construction permit shall include a preliminary safety analysis report. The minimum information to be included shall consist of the following:
"(2) A summary description and discussion of the facility, with special attention to design and operating characteristics, unusual or novel design features, and principal safety considerations." (Emphasis added.)
9 22 l
_-_,,___._._--_u..._-__-__._____..__
~
m.
j 1-This R1chmond insert /A307 bolt / tube stee1 connection is not
~
mentioned in the Applicants PSAR, although it is unusual and novel, as I have stated and.the Applicants' own witnesses.have admitted.
(See Walsh,.Tr. 3145/6-3146/8; Krishnan, Finneran, Scheppele, Raedy, and Chang, Tr. 5061/18-5065/8.)-
In addition, during the 7/3/84 meeting in Bethesda between the NRC Staff and Cygna Energy Services. regarding the Cygna Phases 1 and 2 Independent Assessment Program, during a discussion between the Staff's Mr. Terao and Cygna's Ms. Williams, Mr. Termo also indicates that he recognizes that this is an unusual and novel design and points out the importance of the design organization's (such as Gibbs & Hill) having followed ANSI N45.2.11, Section 6.2, which states:
The extent of the design verification required is a function of the importance of the safety of the item under construction, the complexity of the design, the degree of standardization, the state 1
of the art, and the similarity with previously proven designs."
Mr. Termo discusses examples of an unconventional design, then states (7/3/84 Meeting Tr. 57):
"I don't really see that there's a problem with Richmond inserts,
)
just like there is no problem with the modeling of dual function i
restraints, in other words, just the Richmond inserts alone, taken by themselves, there's no problem.
"But it has to do with the design considerations that go along with it.
And one of design considerations is the use of the tube steel with the holes in it as anchorage for the Richmond insert."
(See full discussion, 7/3/84 Staff /Cygna meeting Tr. 50-57.)
1
- 11. Applicants state:
"Each of the factors discussed in Findings 7-9 can only be accounted I
for with difficulty by performing nonlinear time history analyses.
l
-(Iotti, Finneran Affidavit at 15.)"
5 23
I agree with this statement. Based upon this statement by itself, it would seem reasonable that the Board require the Applicants to I
either perform the non-linear time-history analysis which.they reference above or utilize a friction-type connection in the supports that are already constructed. But, as discussed in answer 12. below, the utilization of a friction-type connection would validate the assumptions the designers used in their original analysis.
- 12. -Applicants state:
" Identifying the effects of gaps by comparison of the results of nonlinear time history (with gaps) and response spectrum (without gaps) analyses is difficult and.one may not discern whether particular results are attributable to differences in individual variables or assumptions or the analytical te'chniques themselves.
(Iotti, Finneran Affidavit at 15-16.)"
I agree with this statement. From what the Applicants have just stated, it would appear that they must be required to install at all supporting connections a friction-type connection to validate their original assumptions, and to have them fabricated as friction-type connections. The Applicants may, in the future, state that their being required to redesign their supports for friction-type connections would be costly (in the hopes that the Board will give then yet a third chance), but as stated above in the previous answers, the Applicants should have done it right to begin with.
- 13. Applicants state:
" Comparison of the results obtained by response spectra analyses and nonlinear time history analyses which simulate actual gaps in systems show that 24
^
i "a) the seismic response spectrum method, which ignores the nonlinearities, is more conservative than the non-linear time domain method (which includes gaps), and "b) the e'ffect of gaps on reduction'of response frequency is negligible due to the transient nature of the seismic acceleration loading."
"(Iotti, Finneran Affidavit at 16-17.)"
I disagree with Applicants' statements, because if what Applicants state were true, the AISC Code would allow bearing type connections in dynamically loaded structures and supports -- it does not.
If the Applicants wish to use the nonlinear time domain method (which includes gaps) to be less conservative than the response spectra method, that would be their option; but as stated above in answer 12, this is not reali n' tic.
(
In summary, I believe that the Applicants did not properly consider the e'ffects of gaps in the initial or final (i.e., vendor certified) design of pipe supports. The AISC Code does not allow bearing type connections in supports where there is a cyclic type load.
The Applicants 6n the majority of their supports, have cyclic type loads. They utilize bearing type connections and are therefore in conflict with the AISC Code (to which they are committed). The Applicants rely on references to inelastic deformations to justify their position but omit the consideration of fu.11 cyclic loads in the inelastic deformation discussions. They depend on damping factors that are not recognized by the NRC in Regulatory Guide 1.61 for a 25 c'
.c 9
9
i justification, af ter the fact, of their negligence. Because of these
, gaps, the Applicants are not able to predict how these systems will' i
react.to imposed loadings.
If they planned'to use this unusual and unique design,. Applicants should have. initially included it in their PSAR - they did not. They freely admit that_it would be difficult to properly analyze the as-built condition of the supports as they now exist. And finally,
. Applicants state that the gaps that do exist at Comanche Peak in pipe supports (which I believe are in violation of the AISC Code) are more conservative than the Code requires the Applicant to comply with. In essence, Applicants are trying to convince the Board that not complying with the AISC Code is conservative.
I do not agree.
r Attachments:
i Attachment A
" Structural Design Guide to AISC Specifications for Buildings," by Paul F. Rice and Edward S. Hoffman, pages 264 through 271 - (see answer 1, page 2)
Attachment B -- 59 drawings (received on discovery re: Applicants' Motion for Summary Disposition regarding generic stiffnesses), demonstrating reversible loads - (see answer 1, page 5)
Attachment C - Copies of an example of the Material Identification Log and associated-hanger drawing for support H-BR-2-5B-001-009-3, regarding Applicants' practice re: inspection of bolt holes in base' plates --
(see answer 2, pages 8-9)
Attachment D - 3/9/84 TUGC0 Office Memorandum to Distribution from Jerry C.
Walker,
Subject:
Resolution of QAI-0001, and attached 2/22/84 TUGC0 Office Memorandum from Boyce Grier to Antonio Vega,
Subject:
Investigation of Allegations QAI #0001, regarding allegations of oversize bolt hole - (see, answer 2, pages 9-10)
Attachment E -- PSE Manual,Section V, Hilti Concrete Anchor Bolts, Rev. O, 1/8/82, page 8.of 10, Figure 6, re: allowable load for Hilti bolt --
(see answer 3, pages 11-12)
Attachment F - 4/19/84 letter with relevant attachments, from L. M.
Popplewell, Project Engineering Manager, TUGCO, to Ms. Nancy Williams, Project Manager, Cygna Energy Services, advising Cygna that Hilti l
joints perform as a friction joint - (see answer 3, page 13) i I
26 I
.c.
,,. -e _..__.,_.._, _,. _.
....a
_... ~..
- .f ' x j
- The preceding CASE's Answer to Applicants' Statement of Material Facts As To Which There Is No Genuine Issue was prepared under the personal direction of the undersigned, CASE Witness Mark.Walsh.
I can be contacted through CASE President, Mrs. Juanita.Ellis, 1426 S. Polk, Dallas.. Texas 75224, 214/946-9446.-
My qualifications and background are already a part of the record in these proceedings. -(See CASE Exhibit 841, Revision to Resume of Mark Walsh, accepted into evidence at Tr._7278; see also Board's 12/28/83 Memorandum and Order (Quality Assurance for Design), pages 14-16.)
I have read the statements therein, and they are true and correct to the best of my knowledge and belief.
I do not consider that Applicants have, in their Motion for Summary Disposition, adequately responded to the
~
issues raised by CASE Witness Jack Doyle and.me; however, I have attempted to comply with the Licensing Board's directive to answer only the specific statements made by Applicants.
'W i
(Signed) Mark Walsh 1
J I
STATE OF. TEXAS On this, the
}
day of O A LGted, 1984, personally appeared Mark Walsh, known to me to be the'persdn whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for,the purposes therein expressed.
Subscribed and sworn before me on the
/M day of
-U(/ &
1984.
d k
44.Y N51iary Public in and'for the SAMUEC W. N of Texas My Commission 13185 My Commission Expires:
!~
s.
n ia
m I
RELATED C.,- y;DET:CATTACFfiENT A 3
00U I[()
~
l Structural m C'"'DesignGuide
~
toAISC Specifications forBuildings Paul E Rice Edward S.Huffman l
VAN NOSTRAND REINHOLD COMPANY
(
=
a-
i I
i i
t i
This book is intended 1 Van Nostrand Reinhold Company Regional offices:
New York Cincinnati Atlanta Dallas San Frhacisco tine designs with the spe steel and joist const,ructi Van Nostrand Reinhold Company International Offices:
Each new AISC Speci:
tendon Toronto Melbourne I
language for safe struct Copyright c 1976 by Litton Educations! hblishing.!sc.
l pludc %, ed m economy of material wt Library of Congress Catalog Card Numbct: 75-40491 design calculations.
ISBN: 0 442 26904-8 The increasing compt.
All rights reserved. No part of this work covered by the copyright hereon may l
be reproduced or used in any form or by any means-graphic, electronic, or for design. Computer mechanical, including photocopying, recording, taping. or information storage
{
however, and computert and retrieval systems-without permission of the pubh This Guide does not i the Manual of Steel Ct Manufactured in the IJnited States of America mentasy, shows how to hblished by Van Nostrand Reinhold Company Manual
- 11 C0""'I8 #
450 West 33rd Street. New Y.ork, N.Y.10001 to direct design. It pt Published simultaneously in Canada by Van Nostrand Reinhold Ltd.
design.
Tables 31 and 3 2 p 15 14 13 12 11 10 9 8 7 6 5 4 3 2 AISC equations for all beam section, or solut:
about three minutes.
S on r i
Library of Conyees Cataloging in Publication Data Rice, Paul F 1921 frames, composite cor Structuraldesign guide to AISC specifications for based on structural sti bendings.
cussed to aid the str includes bibliographical references and index.
specifications.
- 1. Structuraldesign-Handbooks,inanuals,etc.
gt is assumed that use
- 2. Building-Contracts and specifications.
I. Hoff-man. Edward S 1920- joint author.
II. Title.
as well as the terms ar TA658.3.R52 690 75-40491 requirements in the or ISBN 0-442 269044
~
lt is not intended in ti in the AISC Handbook, presentation of a wide i search in this area, (See explanations and illustra overlooked or troublesos able interpretations to n extension of such interp been desirable to extend plate connections were CONNECTlONS e er er-Code. During theinteri revised to a;;ree with the Rivets, Pins, and Bol-Rivets and Pins. The re years ago and were in been directed toward there has been little ch:
the requirements fer, ar General in little need for interr The latest AISC Specifications permit a wide variety of connections. The basic require-available under ASTM ment, appropriate with the' sophisticated combinations of different types of steel to be are given in taw d connected, different design requirements of connections, and different means of connec-(1.14.2); computeti as t l
tions, is a performance requirement consistent with the overall development of the diameter of the n, vet ho Specifications. This requirement states simply "...that the design of connections be The use of pin conni consistent with the assumptions as to the type of construction...."(1.2). Each of the m dern steel building,.
detailed requirements for the design of connections simply builds upon this basic require-ing special design. The ment. By implicitly or explicitly requiring that the design of a particular type of connec-unchanged from previot tion be consistent with the design assumptions as to the type and amount of force to be Perhaps the most use transmitted, and rotation capacity (or ngsdity) consistent with the rotation assumed alterations or additions necessary to develop the connection forces, the basic performance requirement is construction, bearing-t.
completed (1.2).
(1.15.10). If used in c The Specifications explicitly recognize inelastic behavior in connections of members strengthening existing <
designed as clastic: " virtually unchanged" angles at the joints in rigid frames, "non.
place loads,and the nes elastic" deformation of parts of connections in Type 2 and 3 construction, and gotts. Bolts may be cl.
" inelastic rotation" for wind connections with Type 2 construction (1.2). Elastic be-A325, for F, = 40 ksi,;
havior in the connections of members under plastic design is implicitly recognized (2.1).
(A307) bolts are usabl NOP' may be designed for eit For the purposes of this Chapter, connections are most conveniently considered as The use of ordinary classified on two bases; (1) materials used (rivets, bolts, pins, or welds), and (2) the as-The allowable stresses sumed behavior of the connection (design requirements: rigid, semi-rigid, or plastic for 10 ksi (1.5.2.1). The moment; shear transmission only; tensile or compressive force only; or combinations).
fectively rules out the in addition to forming joints between twc or more steel members or parts of members, fg in. larger than the n fill out the hole like a connections are required to elements composed of other structural materials. For Som-posite action with concrete elements not bonded by encasement, shear connections are ng may not be assum required (1.11.1). Shear connections may utilize specially designed shear connectors in addition, low-streng column splices in all or standard welded stud connectors (1.11.4; 1.4.6). For connection of steel column bases to transmit any direct tension or shear, anchor bolts a e required (1.22).
where widthfheight <
264 1
b CONNECTIONS P15 4
It is not intended in this chapter to duplicate the design aids, detail data,and exampas in the A/SC Handbook, Part 4 Connections. Equally, space limitations do not permit presentation of a wide range of examples to illustrate even the recently published re.
search in this area. (See " Selected References".) Rather, the purpose here islimited to explanations and illustrations of all applicable Specification requirements that might be overlooked or troublesome in routine work. This aim will include indication of reason-able interpretations to resolve apparent conflicts or ambiguities in the Specifications,and y
extension of such interpretations where the Specifications seem to have omissions. It has been desirable to extend this aim somewhat in that design aids for bearing plate and base plate connections were included as well as an extension of concrete bearing connection design to cover an apparent gap between the AISC Specifications and the ACI Building Code. During the interim between preparation and publication, AISC specifications were revised to agree with the latest ACI Building Code.
Rivets, Pins, and Bolts Ripets and Pins. The requirements for the use of rivets and pins were established many years ago and were in many AISC Specifications. Since most of the late research has I
been directed toward welded, and more recently high. strength bolted connections, there has been little change in the Specifications for the use of rivets. Familiarity with the requirements for, and a sharply reduced use of, rivets in building construction results
~
in little need for interpretations of these Specifications. Rivets of Grades I and 2 are
- s. The basic require.
available under ASTM A502 (1.4.2). Allowable stresses (for tdnsion and bearing only) 8 types of steel to be are given in Table 1.5.2.1 (1.5.2.1). Net sections for tension members must be used l
bnt means of connec.
(1.14.2); computed as prescribed (1.14.3);and allowance of g in. made plus the nominal I
development of the diameter of the rivet holes (1.14.5).
of. connections be The use of pin connections, originally popular in truss construction, has declined in
," (1.2). Each of the modern steel building, and is usually encountered only for very special situations requir-mn this basic require.
ing special design. The general requirements for the use of pins are brief and essentially lar type of connec.
l unchanged from previous Specifications (1.14 6).
unt of force to be Perhaps the most used application of these Specification requirements today will be in e rotation assumed alterations or additions to existing buildings in which rivets or pins were used. For new once requirement is construction, bearing. type connections can not be assumed to share stress with welds (1.15.10). If used in combination, the welds must be designed for the entire stress. In lections of members strengthening existing construction, bearing connections can be assumed to carry the in-rigid frames, "non.
(
place loads, and the new welds designed only for the additional stress (1.15.10).
3 construction, and j
Bolts. Bolts may be classified by strength as (1) low, A307, for F, = 20 ksi;and (2) high, f (re.2). Elastic be.
A325, for F, = 40 ksi, and A490, for F, = 54 ksi.. (1.5.2.1). The ordinary low strength 1
utly cognized (2.1).
(A307) bolts are usable only in bearing connections (1.5.2.2). The high strength bolts l
may be designed for either bearing or friction connections (1.5.2.1).
The use of ordinary (A307) bolts is limited by a number of Specification requirements.
i
!cntly considered as
, = 20 ksi on the threaded area; and shear F, =
aH wa stresses are I w: t n
alds), and (2) the as-10 ksi (1.5.2.1). The slip before full bearing is achieved on a group of ordinary bolts ef-ii-rigid, or plastic for fectively rules ut the sharing of stress in a mixed connection. lloles are to be taken as y; or combinations) lg in. larger than the nominal diameter (1.23.4), and the ordinary bolt does not expand to i
3r parts of member ut the hole like a driven rivet nor can it be used for dependable friction. Stress shar-fill i
materials. For 9om.
ing may n t be assumed between ordinary bolts and rivets or welds (1.15.10; 1.15.11).
hear connections are In addition, low. strength bolts are not permitted in important field connections including wd shear connectors c lumn splices in all buildings with H> 200 ft., and where width / height <0.25; also fon of steel column where width / height < 0.40, for H > 100 ft.; beam. column or column-bracing connections d (1.22).
288 STRUCTtNIAL DESIGN GUIDE TO ABSC SPECIFICATIONS FOR BUILDINGS where H> 125 ft.1 frames carrying cranes with more than five-ton capacity;and connec-and the member connecte tions subject to vibration, impact, or stress reversal (1.15.12); nor for flange to-web nor to accommodate the nece-cover plate-to-flange connections of built-up girders (1.10.4).
and the selection of the co High strength bolts (1.16.1) and welds are considered essentially equivalent as connec-As previously noted, wi tions, and, for friction type joints assembled prior to the welding, the high-strength bolts quired as a mixed conne may be assumed to share stress with welds in a mixed connection (1.15.10) or with rivets required prior to the weld (1.15.11). Gross sections may be used for the design of compression members (1.14.2),
also important, though n and for the flanges of both built-up and rolled shape girders provided the area of holes is generated in the operath equal to or less than fifteen percent of gross flange area (1.10.1). For tension members strained, leave correspond net section area is the basis of design (1.14.2). In friction type joints resisting direct local inelastic yielding, b tension, the shear stress permitted with hl..trength bolts must be reduced (1.6.3),
warping and lamellar tear 570tted Holes for Bolred Shear Comsections. The use of short-slotted holes is permitted P
n under 1974 AISC Specification for " Structural Joints Using ASTM A-325 or A 490 ti ed Bolts," Section 3, subject to the approval of the designer. They can be used in either pected, stress relief by h friction type or bearing type connections, provided a washer is installed over the hole.
service is not provided un I,The normal hole size for a {" $ bolt is @,",whereas a short slotted hole is M deep by
.g.he use of a pmper n long (or d" longer in the horizontal dimension). While the Specifications state that same can also be specif the hole can be either vertical or horizontal, the authors suggest only the horizontal Particularly with thicker slotted method be used. End clip holes only would be slotted,not the holes in the con-restrained and the result nection beam or column., See sketch, a full scale view of the end clip holes and bolt re-should be given to the '
lationship for a typical & thick web.
The advantages to this system are many, several of which are:
[""
E*
- 1. Greater erection speed with less field
'L94, G.,
5/16"usab the entire connection d economical to specify a 1 buming of misaligned holes.
on cup t.
~
~
- 2. The use of one size clip angle with a Holes Connection Desi'gn a
I set gauge will accommodate web thick.
sg*x l- )
Classification. In addith ness fmm 37 to 57
(
- 3. The reduction in sizes of clips to 3
connections, certain art
/ Bolts fabricate and stock should help established. All connec s port not less than s 5-SP on centers _;
4.
e spee f erection (and elimina.
tion of mill web thickness tolerance members, all at allowab problems) should help reduce cost.
Short-slotted holes layout members are to be desis for cl,ip l.s.. shear connect. ion (1.15.2). These minimt Welds oflight members such :
bers are required to me General. Full penetration groove-welds can be designed for full development, same the minimum six kips stress as the base metal (1.5.2.1), by selection of the specified matching electrode and strength of the member welding process (1.17.2). For all fillet, plug, and slot welds, and partial penetration truss in which the mim groove welds, reduced permissible stresses upon the effective throat area (1.14.7) are I ad for open web stee specified (1.5.2.1). In no case may the stresses exceed that for the base metal,or if dif-design stress or half th ferent,the weaker base metal (1.5.2.1).
Joists; Examples.)
Speelal Considevtlons. A number of minor special considerations arise in the specifica-As roted previously, tion of welding. Generally, net sections are not a consideration except for plug and slot methe d or the design '
welds in which the gross area of the holes is deducted to check the fifteen percent maxi
- the transmission of she mum allowed (1.10.1; 1.143). The Specifications require preheating for various con-bers connected and tra ditions, including all work when the temperatures are below 32*F (1.23.6). Except for single. and double-angle or similar minor members, welds are to be laid out to avoid ec-centric axial force or such eccentricity must be considered in the design of the connection
- 3973, 1*
i
- i '-
K l
.h
~
--._______________a__.
..-. m -
..m..-
m SUILO4NGS s
CONNECTIONS 267 capacity;ar.3 connec-and the member connected (1.15.3). For the usual sMar connection requiring flexibility f r flangoto+n nor to accommodate the necessary simple.end rotations r'.surned, the locations of the welds and the selection of the connection elements must be.mordinated (1.15.4).
equivalent as connec-As previously noted, where welding at high. strength bolted friction-type joints is re.
he high-strength bolts quired as a mixed connection with shared stress, the fmal tightening of the bolts is
.15.10) or with rivets required prior to the welding. The sequence of completing purely welded connections is on members (1.14.2),
also important, though not explicitly covered by the Specifications (1.23.6). The heat ed the area of holesis
(
generated in the operations of welding creates intense shrinkage strains which, if re.
Fer tension members strained, leave corresponding residual stresses (1.23.6). These stresses can be relieved by joints resisting direct local inelastic yielding, but where local inelastic yielding is also restrained or limited, educed (1.6.3).
warping and lamellar tearing
- may result. For many welded assemblies, the simple pre.
ed holes is permitted caution of a spectiled sequence of welding may be employed to balance the strains and to TM A.325 or A.490 av id warping. Even after this precaution, certain complex assemblies may be expected t retain adverse residual stresses. For cases where this condition is anticipated or sus-can be used in either led over the hole.
pected, stress relief by heating must be specified by the Engineer (1.23.6). (Note: this d hole is Q" deep by service is not provided unless it has been specified and will normally be an added cost.)
cifications state that The use of a proper sequence to avoid creation of shrinkage stresses or to minimize cnly the horizontal same can also be specified in many connections where lamellar tearing might occur, the hol:s in the con.
Particularly with thicker sections, where both the direction of the shrinkage is completely clip holes and bolt re.
restrained and the resulting stress is normal to the surface of the section, consideration should be given to the welding sequence. If the condition can not be eliminated by a practicable sequence as a first choice for a solution, it may be possible to relieve the strains without developing large stresses by use of soft wire " cushions" or by revision of
= M* web the entire connection detail. At least for simple cases it should, of course, be more
/
~
economical to specify a particular welding sequence. (See Examples this chapter.)
Hsics sg Connection Design I
Class //fcation. In addition to the general requirements previously cited for the design of connections, certain arbitrary minimum design requirements for connections have been l
established. All connections for members carrying calculated stress must be " designed to
=
contors _;
support not less than six kips" (except lacing, sag bars, and girts), presumably six kips shear in flexural members, six kips tension in ties, and six kips bearing in compression to layoe members, all at allowable stress levels (1.15.1). Eccentric connections of axially loaded members are to be designed to transmit the resulth.g moments as well as the axial force 2 mnech.on (1.15.2). These minimum requirements naturally become most significant in the design i
of light members such as axially loaded members in trusses. Connections for such mem-development, same bers are required to meet an additional requirement that they transmit the design load or tching electrode and the minimum six kips, whichever is larger, and develop at least half of the effective i partial penetration strength of the member (1.15.7). Note: joists are regarded as a special very limited. size
-st area (1.14.7) ne truss in which the minimum connection capacity is simply specified as twice the design b:se metal, or if dif.
I ad for open web steel joists (4.5); or for the longspan and deep longspan joists,as the I
design stress or half the allowable strength of the member (103.5b). (See Chapter 4:
Joists; Examples.)
rise in the specifica.
As noted previously, connection types may be classified on the basis of the connection spt for plug and slot method or the design function. Broadly, connections may be described as fierible (for Ifteen percent maxi.
the transmission of shear only,1.15A),or rigid (maintaining the angle between the mem-ing for various con.
bers connected and transmitting full moment capacity of the most flexible element at the 1.23.6). Except for la t av id mmentary on llishly Restrained Welded Connections" Engineering /ownel, AISC,10, No. 3,
.--y
.,m
(.
_1
}
2%
[;.
288 - STRUCTURAL DES 4GN GutOE TO AISC SPECIFICATIONS FOR BUILDINGS joint as well as the shear,1.15.5), or semirfgfd(transmitting a pre. determined fraction of T -- p' the full moment capacity as a rigid joint and further loads in shear as a flexible joint with corresponding angle change to supply rotation for the additionalloads,1.15.5; 1.2).
Flexib!: Comsections. " Flexible" connections are designed to transmit shear without
/
exceeding allowable unit stresses on the connectors as a group or the connection as a whole. The use of an average capacity for each of several connector elements sharing the In last.
total load is justifled by allowing self-limiting localized stresses determined by an elastic Joint analysis to exceed the yield point and create inelastic localized deformations of the plates :
connector materials, or by inelastic deformations of the connection elements (I.15.4).
ginnine The simplest examples of localized deformation occur in the assembly of bearing. type tinuine bolted connections where the cumulative tolerances permitted exist on (1)out.of.round 2' '*3' s
in the bolts, (2) oversize holes (k"), and (3) center to. center location of the holes in the in all different elements connected. The extreme degree of such inelastic action occurs with a FIG.5-2 Self Lir two-bolt bearing type connection where one bolt is loosely fitted and one is very tight.
Until the material of the connected element surrounding the loaded bolt or the bolt yields and deforms (+d"), the load is not shared and a 50 percent adjustment will be developed i
as the load increases. For larger (and thus more important) members, more bolts or rivets fi will be required and the degree of adjustment required on each will be less. lesser adjust.
d ments are required for a long line of bolts or rivets intended to share stress equally. Even Ip if perfectly fitted, yielding and inelastic deformations occur, maximum at and beginning f
f at the first loaded bcit or rivet, and decreasing to a minimum at the last. (See Figs.51
[
ts -
j k
F-Face of Suppert 8.-
t-M A
~I--,. 2
. -4 ;
1 i
l*e W
g
}
,a pb1 I
e
!hw o
g.
s f
'~~ "
o ft y
7 J
l l
.L5 l
- / b u
+t d
3 Y 3:-Q 3
O I
W 2
FIG.5 3 Self Limi-t y
m L
e 3" /
Angles.
1 r
g#--r e
.a use of an average sl
~
f = V/Dt until (6 g 6 bot)=l/16*
served in one series j
bl 7
kp + 6 bot) increase until fbi
- UM
- I
{
l b2 limits correspondin mately the same for FIG.51 Self. Limiting, Localized Deformations-Two Bolts.
Figure 5 4 presents reported from thesi and 5 2.) After this localized inelastic adjustment in the connectors for shear trans.
"s" (see Fig. 5 3) mission, consider the inelastic adjustments that occur to reduce the " clastic theory" support. Coping t moments.
and required angle
{
inelastic deformation in the connection elements, typically angles, will occur and re.
deep connections.
duce the restraint which would transmit moment. The common double. angle shear bear.
For Type 2 const ing connection is extremely stiff longitudinally for the transmission of shear, and it design drawings; al depends upon the minor inelastic bearing deformations around each fastener to equalize capacity for the se l
the shear stresses in the fasteners. The same double. angle member is relatively flexible signed for one half and will twist to permit a relatively large angular rotation reducing moment transmission.
(See Fig. 5 3.)
i go
.g.,,,so,.
Experience and tests confirm the practical assumptions of shear transfer only and the neerins/ournal AISC e
{.j{ j f h h.O f.Yr: f'* > ^ k $ [.'II. [ :. I k h.[ h N.;'. h. h '((
h[ h.h:
a
.. ~...
w
p Eult.CINGS CONNECTIONS 269 etermined fraction of 7:
i
!T as a flexible joint with s.1.15.5; 1.2).
a lo46oo oooool transmit shear without or the connection as a Ss 3: Ss 54 for elements sharing the Otermintd by an clastic Inelastic dernrmations occur successively in ena d dIformations of the plates at enen fastener and in the fastenecs, be-lon elements (l.15.4).
ginning and largest at the first loaded, arid con-embly of bearing-type tinuing until the elastic strains in the spaces 8 pt on (1)out.of.round 1'
s, s, and s become proportional to equal stress
, tion of the holes in the inalffasteners.
u 71c action occurs with a and one is very tight.
FIG.5 2 Self Limiting Deformations-Axial Stress on Line of Separate Fasteners.
bolt or the bolt yields nt will be developed IgFace of support s, more bolts or rivets i
be less. I. esser adjust.
44 e stress equally. Even t_
-A stum at and beginning
{:" "'"}
~(gQ
'i he last. (See Figs. 51 g
g y
-r w e.w: s : ~
k e
ge M
4,.A. until s e o
-.fa-s d
4
. ML g,
= end stosent I
.4
(
$=endrotation l
N Z 5 = space, bottom riante g
to race or ttie support M
FIG.5-3 Self. Limiting Deformation (Twist) in the Connection Elements LlL) Two P
Angles.
lig use of an average shear stress per unit weld or separate fastener. The actual rotations ob.
- I served in one series range from 0.84 to 0.97 times <>e, the " simple beam rotation." These b2 limits corresponding to moments ranging from three to sixteen percent were approxi.
h; mately the same for a single end plate connector or the common double angle connector.'
- Bolts.
I Figure 5 4 presents the usual device for an approximate analysis. An additional caution reported from these tests is that the moment stiffness increases abruptly when the space eors for shear trans.
"s" (see Fig. 5 3) closes and the lower flange transmits compression to the face of the phe " clastic theory" support. Coping the bottom flange where a quick analysis of the proportions of depth l
and required angle change show the usual clearance to be inadequate may be desirable for s, will occur and re.
deep connections.
Ale. angle shear bear.
For Type 2 construction (flexible connections) all the reactions should be shown on the hn of shear, and it design drawings; alternatively, only those exceeding one half the tabulated uniform load I fastener to equalize capacity for the sections used, together with a general note that connections shall be de.
)s relatively flexible signed for one half the capacity unless otherwise noted, shou!d be shown.
@ ment transmission.
tNonnent-Rotation Characteristics of Shear Connections " Kennedy, October,1969,6 No. 4.Ensi.
onsfer only and the neergns/ommer, AISC.
l i
~1r~~Z T i.
T..
.-.~- ' T
~
,Gn. - _
.G. " _
.v
. ' e
...w
.n
- w. m.
' ?,
I
-.f,.
l
. }v,'.
a-
[ %.;..
- . a ;;...*.= w &.?
- m..: x ;._ ; (. kr. : Jf." % -Q
?: q:/: c/_' y.;2
,, y f i %Qy:: ;Tl.v: s L-
?
~ ~. -
_.;. i.
STRUCTURAL DESIGN guide TO ALSC SPECIFICATIONS FOR BUILDINGS 270 T
E E.M.=wf 8/12 M h.
i'
.Beamline.4=wgg m-f8 Mt p
y
?
Typical Ronge for 21s.(JL) a i
j Connections c
- 0.84 +,1o 0.97 +.
i g
M 4 Curves
~ f.-
2 Range
(
M=0 3
o tb gui =1:6Y$ N P
po Rotation, $ -
O
- I i
M =wi'/12 M,= end moment in Connection
']
~
Mescenter of span M FIG. 5-a M
/
My= yield M W
&=(2M f-Mf)/6EI and the " rigid" co i y
1 y
Ri,.
determined end rr
@ M = wih2 = M e
y velop the yield n s
h C*fYI4 practical cases wh required, the exce 4-M=M hinges only *i!! fc :
f y
(Mc= My more rotation cap -
i pte$nble
. @L,$y Masonry Bearir
. g'8 General The All x
W
~ ~ ' ' ' ' -.
0 l
0 a5+
4 on masonry and regulations (1.5.!
1.ine@@: M,= My low allowable st Line@@:M.= My FIG 5 4 Uniformly Loaded Elastle Beam Line-Rotations at Connection.
block, and hollo terials. Values si tion is therefore Rigfd Conn.ferions (Type I construction). The AISC Specifications requirement is quite and brick laid ir realistic: that rigid connections hold the original angles " virtually" unchanged (1.2). This of the inssonry I
requirement in elastic design is usually satisfied by connections designed to develop the tional associatio full section of the flexural member or the full moment at yielding of the more flexible AISC Specificat member connected. It will be noted from Fig. 5 4 that the rigid frame analysis (4 = 0 at fractions of the the allowable stress) may be satisfied by such a connection which would have a very small ec nomy., Tl rotation at 0.66 to 0.60F, but would be capable of a significant rotation at yielding of y
codes. For oca the flexural member (line A B).
mend the use of A diagram similar to Fig. 5 4 but with point A representing an end moment, Af, = Af,,
jj and point C, a center span moment, Af, = Af,can be prepared for plastic design. Connec-g,,,f,g j p
4 tions capable of achieving full collapse load (hinges at both ends and center of span) beam bearing p would be required to reach 4 = 0.5+e, point B.
The simpler concept of "plaatic t
redesign," where only end hinges are required to form at the factored load,would require connections with a somewhat less rotation capacity, alongline A.B. See Fig. 5 5.
1 SemiR/g/d Connections (Type J Construerion). (See Fig. 5 4.) Ideally, the semi rigid
- Au mortars utG asupplement N
,3 connections for Type 3 construction will behave elastically between the 4 = 0 ordinate
- - = '
i
.J
<s
.5 l
ll y
T,'
CONNECTIONS 271 It.CINGs L
Bearn Line M e \\@@,M.= M,
.e M
p3
.Me Mp f)
@d' M =Mp N
~
4 e
yicns ip
- N.
)97C, e
M M = M, c
ple
\\
"y, o
-pan
\\
IM = Mp N
e i
1@
O G54.
9.
?
+
FIG. 5-5 Uniformly Loaded Plastic or Rotations at Connection.
h and the " rigid" connection up to a predetermined end moment. Upon reaching this pre-for the connection), a rotation capacity sufficient to de-determined end moment (My
(
velop the yield moment at the center of the span,M, =M, should be available.
In y
(
practical cases where the nearest available rolled section will be above the design capacity l
required, the excess capacity will be provided at the midspan. As in plastic redesign,end hinges only will form at the full design load. Since these hinges are designed form, = M,
y more rotation capacity is required (to cross line BC).
Masonry Bearing Connections g
General. The AISC Specifications provide very conservative allowable stresses for bearing f
on masonry and concrete which apply in the absence of Code (statutory BuildingCode) regulations (1.5.5). For all masonry laid up in mortar, most statutory codes also provide low allowable stresses. Usually, codes distinguish among solid masonry units, bricks or nnectirn.
block, and hollow units as well as among different classes of mortar and masonry ma-terials. Values so prescribed range in general from 50 psi to 400 psi. The AISC Specifica.
tion is therefore seldom applicable since it includes only stone masonry,F, = 0A00 ksi,
'equirement is quite I
and brick laid in " cement" mortar,' F, = 0.250 ksi(1.5.5). The authors recommend use changed (1.2). This of the masonry bearing values prescribed in local Codes or those recommended by na-ed to develop the tional associations dealing with masonry products. For bearing stresses on concrete, the the more 11exible AISC Specifications, F, = 0.35f, on the full area and F, = 0.35flVA:/A < 0.70f, on i
analysis ($ = 0 at fractions of the area, utilize recent ACI Building Code (ACI 318-71) refinements for have a very small economy.** The ACI Building Code is of course usually applicable under local statutory tion at yielding of codes. For beam-bearing plates and column base plates on concrete, the authon recom-r mend the use of bearing values prescribed by the ACI Building Code.
\\
moment,Ma = M,,
Beam Bearing Mates. 'Ihe approved design (Chapter 2, pp. 82-83, AISC Handbook) for d ce r of
)
bearn bearing platesis the formula:
poncept of " plastic
- load, would require t = V3f,(n)3/Fa (Continuedon page 274)
>3 Fig. 5 5.
ally, the semi. rigid
. AH mortars utilho comeatitious materials and the term cement" can be quite properly applied to aD.
the + = 0 ordinate
" Supplement No. 3,1974.
wr-
._..y
m -,
,-- ~
r
+
,);ls
_>t ns a,
i e-
- a ou n
iso 3 i,
i l
g
,.l
. nim x
ei S
m
,W 5
s :,
=
i a
i so.
g
= <. a 4,.
w m.
x w
5 0
=8 E
e
.I
- " '.,- 6i 'N w'
l J ug (,, ' '. '
a; i
s c
=
3
- 4. <
3- '.
S-a e+an
,s.I
=
i c
lc I
s a I
I w
v is e
o.
5 1 a
=
=w i
m
,i 2
x+ U h
$e s
D- -
i >
c a z a
' N.
- ,3 e' E o Di 3 eM $}
2:
3 y
i 2dd,iT i!
i.j ;*= g,-.a
- 8 5 W A mi
'2 E EL_ : =
h
- 4. P t.., r.e w.6
. i !
2 c.
- s. i,....: M. ~
.=
=
a+
i i.
a e
i i., r
-i
=
o t..
.-r
.4. S..:. '
9 '-
E m
i b-C. :=
. ;',, d
-a rr
)
l NI s -
7*
2 e; n 8
A.S
- U i
.H j..W- +<21 =
=
3 g
n'l 2::;.11.q.tv v. m4 - g' {.
a5 c,-
mi j
o a
a s -;;r ;- _ o2 y a-m; w i
.s x : t u =. ::i.c w
1;,~s:. p E c f.i
-2 3
8 2
d t5 8 !L !
' w. 3. h'.Pa r
_t:; ti.L._2 't.
.:. J
~.l
- s J' 4 g
's.._
ti w ;G t
n e
- 2. o.a4 o
c t-W I Isii 9:La M i..
cg i il da h.. M r.
- 5 m c
- wa i_3.ae 2 m. 29 %v.-
o
,g m,.2 a-:A,
- g#+e, '+
l te.m... _.: - -;e s s: w <u.d.. a 3.<
4 1.L
- t
,. i[; l
=
..a gt.
,3 a
=.
_=.; =
q --
se
=
.-. e 'y *l
- 2. - a
. ;.,, y ;. g e.
.a t
m g n:r. m. b.
e a
I =
.f
_ 3 k...
=
uI _ps g:.y' v
q.y r
d
- .j a
z e
(qs g.3PW M
1 I lim): k943 i;El g
j
%, gi g go,jz j
g
,, q j-
=
I nM 5
' i is.y4N
'T.s.
s j
ll:
ij wm es s
i mlm ii tr. 3:
I Gl4$4JW r-
._!! g.
-O pa j
-J i._
f~
. ~E 2.s.
r a
Qo
,:ns.4 O,9 - s ; Q ~
g E
i i
~
Mi
/.e t
Ii:i 51 Z
~
Q] ' ' -
g a::C LLI 1:i W 5[ oI - !
e3 E. =.=
- ;9 Z
i %:X
~
3 Q
i.. e t%-
I g..
,d'g
()
.,1..: o
-~1
- ,\\,
r=
4 2.
L.r c,_ry s.
i,g.
-. : 3. ;;, i e
w..,,
..a
.s
< e.-'
r-
.a 12 Z
5=;.}i
~
~ga r
', ;l
- a. <d
~
-a.-
- o
?
n..-
a e-Ct:
s.
- ,)
t
+7
'C;...;O..ae l
\\.
m a.*?:
Iu i.
V gs c: i.
a 9 :.u
- a. :.:n w
.v i
s'
l G u I
~
...-/
- =
.' i
=
f:'.?3 i %p 'N.
.-a
-g.
<2 n-p
$ *:.)c3a, r43 l\\
u W
.L 2 a
a ac i
d$
- ]
- =e-
,,A -
J 4
5 j
cd o:
L m t
W d
bi
.qw 3
,4 1
(
ccc.'
jr N
u MI,M,e..
t C
~
- y 51
\\,.s,
, n..
.9 N./
g
.e N
1 N.g '.e b+ g g
I kE
- a I
=
g
\\
~
k' - 3,,,
'd
,I g
,f 1
l /,
' '\\ :..:..i 3).
4 e.
s C.
l N ' d,' e i
- r. -
t s
]
]a""
d
',,gi-"N=, ;. $
j l
'.i l
.. = jail
_y E
,\\
. (
A
'.:,g
.g
.s k.
.i, 2 -..
.i Z
o wie
.A
. ajg
]
.a=
t
.e l' b g k 4
,m.
=
f5 dC co w
- C 4
~
.. {
g g_
l
3r;=.,e.,g.
ir rg
{ t]
N' I r
.,; 9 b M'.
'i,. l i
t
.1 a
fly' NN,:.,3 *.: w i., J.! ' ( r (.*l N0Yy f
OWuau
'E" /
MATERIALS & OPERATIMS WAN NHP UELINE io+3' AS-BUILT
&s N Uk s '. t.,,
~~ m
= - '/...
8
- "^^***M
". 'e' 's'p
NOOR CERTIFIED - M
- w
- r v
m.mT n a m wsA sis ca m i
3
~h
~
e s'
- h ' T 4/r = x s iff-InliIt-MWIW M4T f 3%' ru Ent!)
e4 Ji REV. NO.b 6
-r-a' t) ATE &M) o T
' nPD-f%
tsin M on MtVM ( sA-%
$ T' v33.o7 v4 pia n g cnow,et. s %.#-
r i
- a N."
N,-
N.,
N.-
b 6, o I
I
- ' H V ' N'P s TPAv EL
- 16 P5-u 808' 6*T
~ct 572 on rie' u w i.v o r-t uv i r, i
P-1 E
m -os
{A_t t A1B_ t I i _l ) N R E N -05 WFebt f M E T E Nur t h uA-N - ? f gs/*,4* gi f,pl \\ j,p NrSzzz I N FIM-
- H n **
- D 14 T =
3 H- ~ t ,3
- '" W ' -
M ;^^ -Wi"
- MFQ. ; -,, _ua _ ' ". g,,--- n '-
- E T ve. tzl itts ' ~+
f 'i% 4 d
- J rraN j
x'- ,f,j q- ,_.ta. -n a- *mu t sima u.t. c.n c.t__.---.ua.; 4a - _.t_ 3 1 ) ,T p r - e r,r-n>
- w u n n u +-r c
-.o e 1 y c.rn o sToionos, w,tc, ar nnn i n = ( TrF w ro atir osn i m r rvsn.n Q T"'l 4 _tL v-<wo-oma on ci Ano 4sA-o e 5 gl/g - M Ty1- _ + y ll s:. e m x. wra m rru ssen (am (,, - e, i ii / Hh VN'.-60 W/aAN E 9Y,6 st UrnT W TRAKL sTo(i. Il1 elli1 2 1 o R t_ ( af /(p) A 1-I .n.-m2: wr-cc.v or -1 l t. 7,e err-ne.. rw-u m u s naipurwanta v.) z. 3 74 4 fe' \\FiftDIRill ) 'a# ' " * **' "n n w'"e w" "em'<(<* u". s*c'."a c^) ' '4 12 --* ~ 3 m n-rw va + ll \\ - g M1 ACll.14M WARY t 5 * - j r1 -79a'-o' - a ms # **ss q lil-C[l-Ol3-30ll2-2 2 fx p,w srct A-A t j ," ml & dan ompot_ WX,,yt 5; ; ._vW.t16 si @N. m Ap6gJ#y- - w.x w k-d - g i 3 g r- ~m, n. n. 2n,,=,.*.>a * -s-. A IPN 3.- w WE iw 4, vnr-e_d cp -umyA_ aw ,, w.. ; h,,, k.ra M a- ~ u u, + e e . ~..a , m A < < a w ev. an:.- m (- >5 9 u o.,ocA rsor y 2Q l + , 4, Awlt._ kO1k .( W~M y g l l} Dy issue of rev. 4-of this MAM a ri s-om on4 m,s V- - U J5 tra w r7 g ~- - ' ' ' DN P EF ~ Drawing, the followin8 FAINT : CAA00 7tNC 3810 s r-o g k Documents are voided: *, QUAM SHIP e.s m - -e
- a
,e E \\ CP1C-552OI ( u ,$,. Ib,s. A flEID1&lgt "T ^B" FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET _ _OF , a.
- 7' g)%*gnars K * ' M!-M f4 _.d NJ gg mROWN & ROOT, INC.
CMORTIMS Fa. Fa' l.F Ms My Mr c, Auca eu var syg* [ NORM. OPER (MSPL. SECT.B-h. ( y $~ - I /N Fe:CLN REF. DRAWING NUMBERS f(,k -g{p[ 5 8"*****8 . Co=8vauc'oa6 DESIGN 8 $EEriQl [, ( ^oz _ mi fy- 't pigg : Pis e nt si ELECTitl ev4u s=#1 EMERGENCY ~ _.f.-, y [rklL iso 4T t-66-c'8 !? l p9 1 HvA.C; ni mR I FA RTED M h.P.D. Iso [ rI-s-58 edit h i-. } f'1.M fE#A O M I CUSTOMER Tene, Util.lbs Se.vic e. Inc. I & A ?5'A?fje IS1VfB FOR CONST fg, ORDER OR CONT.No LP-OO4s l X Data Point' 25All'R06 MI p 2.o ~} %g bia el!.lsmco e (4 JOB NAME cornen,6 Peak In2 __ MZ Pipe Mat't. SA 35R,C t 'I.1r 507 'h, [.[NE h MAE b'0 -- = lalil" l# ' f' '
- lasul, aldg. <,8%
THIRD PARTV INSPECTION h* 8 $ MEA.'l.e 54" yd'. OSNb 'IE' 081 I SKETCH NO 8 art _meognum CODE Ct.A3S : ) 4l'.02 d.M 3 5 SilEET / OF / R C v. -- (. O h
~~.-.--*q _r "'A., .,..o. ~' '71 BLUELINE-AA%!"F r i n.us.ea. AS-BUILT , *; -.:O L d-W q w z. +_ ^~ 3 ~ '. ' M:~ # F ~ l> g. t K - O y? ^L.' ~- =,,.,._...., c.. ~~ 2 r:- ;a m . s. :i =;---, C' 'u:uc j .n; ::: . c., T. ?. 7St.rg y ~4. *-- - -H<- EL. 9.:4*o' + ,. ~ L '. '^;.. -n < ~'. s '.7-- x. 4, / . d> h 4 Q g, 7y ; n 13 -.--w y g .m y + m. 122L ..a .-G g y O W G R,
- C N.
c aa I y Q f E4 par : - :m T'T ; 7,__ 9 i ?,
- s
- in,ih'w r.G 6 e,
5436 rf 3 \\ o 'o.,,* l_ ; i \\.. EL w'* 0 /4 3.* h 8,,, d I FP V.s es-#a-A VC " o t. g .s.. e Ts. e s s as U2' n 't 'e a 7& f f M kY T abi 4 /Ks'inuWr,J EZ.s._!b* M 'N'** .g L / ~ u. , ~.,<a n.I-osi e s* % m z,rso:c u_rre cessa~x* D A V een< 8-to
- g.,.,
p.y, .,4 e w es c. s y, f 7-4 g, g, w. x __4 e @y .f kl g*.1 l
==a a. a -s ut m -u r n.so,4.
== dooo6 ** oa. soo6 f g = _ : re:1 agn.&. v.w eats as :wes siiseceir users w. A-GMg .u.=, -o,n, -. -, ne p y5 w,, . y y .se x - LS Built CtaesDCae clM. r* T ' '*m.t.is nf
- ."I
NF 51ei. ce :- CPSES 3 SUE OF REV.l 0F THIS 351195 s)ORAWit&Q. THE FOLLOWlHO Et.9oya* -._ __ _L _ cc44 Tact t cd g pi 4 g' ' Cr.18EA5 DOCUMENTS ARE VOIDED..
- p~
3 b [M 2
- Y
'g*'. 'k '1 a g i 1 ocklat3 devices for b g., I 1 C s"Y j [y gh stsength bolts 5"2 g 35 are no req.stred q y l I 8 A onAwmc REv.NO, 1,_ H i{]pA, *dHEMirN$, "' 54 ,,) %, yip'y
- j. }
VENDOR CERTiflED l Mr DCA M7 g ,, : L afu..46sr 4-r-v g ,a.'o!.. I 8' e I; ', ' G' E .on., o s,. 2 s FOR ' Rgy ND, >,- " STER. In* SET MvT5: - P3 + e y1= _d,. ? ' " ". c.d E..N. GINEERING'JS6&.~y ' ^ " 3 i SECT'loN-A-A [ Y ELEV. LKG SobTH DCrA1L 20 l =.- cp SWc ] MI J sseisuret iso luar: Ms s-me 1 .gac n L i . P - ' --- 'iper. iso-a s a c.w citin.o gu.6 e.ecienc. ter-. coce/ca.ss: c/,1 o.3, c.. o.,, oss 'gua, ga ,,,. i t ". 4. c su..u.n ca i-,.., u....c .a ...oc. n.. i.~i ...c. ,,n... , e.-:;rin n.:.os. : ,,,,, g..m M sissie M es/>r.X4 s,o m.,.,.g. o, e ca= i
===u o o2 " " ' ' * ? I " " * " # I #~ I " " " " ' " ' ' #' 'S'# "# ~ ['gd ..T.t6-~ '--~1 o ne. ItzAs utsulats devices INC. ' 0 '*o C ' oo *
- A 8 a'c. sei.
s ~ Brown S Root inc noouciioa o.on sai. u-a. s ni p wrs sp ce et ,,s[ ^ i PEAE UNil5 e40. ll. 2 ~~ I.__ _ $ At?MLfo8'C' coa 4ANCHE = iss 1-.. oes.iacooz.<mi... t ' a-"" ~ ' - " ~
- n..S, j -c ~n-c...s. H,w.Nc. I
.Y _it' * ) _ _..-...a. K...- O ?" r KMita l' sw.h Wh- {lnd, l s 8 $i ', b f
' i A N @P} O i ih 4 m ed n__ z, C K, j k
- = i." ~ ~. l 7 j,
'g i y i i 2" = c: 2,r) v 8, ) .f;d x u.1 3 s i g5 Q j: Ay s a-, o.u p i
- g
. m g i 7 II M8 j e~ r-e ~
- g'*
g j i T FL i .I '*g 3; LtJ j ) ! I N 1 A l ';J C 2 a / 2 l 'O /o e ') u 7 E o o 7,*,";- g 'l/ 1 3 _ :k jf Ft.a"s df3 3 j g .= 7 .,. -es a r y5 e i+ } - 8 1 ~ \\ G &t; .a* ) l3 bt m o nl Q:( Ml [ o o p.:- 5 8: I ! I ac ;7 r 9 :, '.~y i si f ,f N h.I 5 E a4 ._.e 3 s h. g a e ~ ~ a.f. _ ~ - 11.1 9 =p a E =U,3 ba.J -@f W 5 4 ; i g Di i : v@ v o a c r i o i T 4l4 Y.- a j '} k h} it illi l11111 gCA g I I e
- 3) l,b d,r-g
, p q-1 _n E o
- Ele E
1T 4, i _ ____1 3 /'.,, 2 =g 3 o no, .j q___.__.__ e s
- k c-i,w g g g
e, a l ! i~ 5 : s m -' g V ,1 W ( 'a-C
- I 1
i-v!., i 99El.!. i L y! E! in I !l. %g8.l pj se. y s: h . g.,f, T.,S,,h A9 4 S E y y M' C a \\ f ',, ' f 7 I j y I I AI $i!! h g u M!! i a c l ' s li D EIN w@d [ h -l- ;x <.d Ew 'n i m., a b.I'(- _aj d.h.,,. P s
- a.,.,ou 6.
u-i. s.scsu-no-o se.zs * "g 0: 5 fl l lt t' 3 j i ll l 0-L%.s et in n _. _..,__~ ~* * * S t ' d nac'! ~'! I "I O' .f S = II I i! lif I ~ e s pe m m,p m @rt= 9 //. I W.A'*lB"M* *.*M"'t: MN 4',5lW l ! 7dd V 2 F.' ' M M t',; M M I L1 2 ,- w w w g !j +2 4 *B E 4-M %9F RVL _ ne is, s 1l: I neu.msm ~,. n = i muworm - mm -w. -,---+,w%,, ,.-..----,<,,,n-w- .m-% w,...%-e_,-.---,-w-w,,.w*-,
.4 p-a l. g. . p,, -. 4,,4 y, y 9 g .. p ' ~' v-c ac a t: rg .k-"..
- stA10CEE ASSET 4RLY COtISISTItac QF-GNE a
GBUILT 9
- 4, h */W "'*524
. U' -F '.m.-vu a u- - >>-1-1 ~ A 4.sA " " ~ b\\ a I: g p-teu -v ,3 j l 65Ifti/l eh Pin Stee trechnent [ a I 4 /4" Fla. ,* a%. -,. ' Y t /* I f L 14" Fli' 2900 Eve flat n A ? ~ j m ,,p llp} "I( ,t '61 db "A" ! t. 913 issTra-.1 ernas s%t ia.A. 1 g_,_ 4 .' A A, ! gt_. pgg. j 11*
- h,
- k
- 8
- E d 541:4. Co,o tem.4 583iN 4 L.
hAgy i iTL :'Utsu i m.-- r I-=, 7 m l ,d*~ ~- - * *d. ) _-P t.. s c'7 ' MW. n ' /b"f' m au-to? Mas a 8, ca m I /ii r o.l 14"e51 st Anu uit7" Thr..a aneh-i a ~m ,A n i ..o vm,..a r..n. r-.o l ., /-';'5": iA 'r c 1 m ,,,C om b n- ..g f. ~ ~ !:nds W 1 ~.c,. ) ,4 Lt2.3TE%T2.3,utt) ~ ~ ~ l _,L :_ [-",'l p 'I .a RANGER ASSENSLY SEETCM AssD ENGINEERIBOC 1 " - "" ^"D TAG I LJ s' "*/. a.n. : s, d. Mh d . 4.9 -tr naux p cT-sico -ooz-sus = .v ( t t ggf3 L.e L. 4 fe 5 I so-us n.u z.irau z.>. of the Unit ~M* g ', .g,, f f g> > w au.u a t t I g 7 7 _4 j '_ 8 g 5 7,g,, u,,cto,, -I t, , l p , i.* - cysES e 35-1195 g C* *' ' * ~, - + - i L-j' ,s. ~ ~ 1
- b..
a n",. ".", "t i e, rent th'an e ach ah vf b
- l*
^^^*"'"****"#'" " l SECTION A. A l 3 g (L. asia. no ffs.* i ha enat mA a f a runt arawane nt t== i- "%or i< -<r-6 'o'a sois*- Q. y 2; _g-g,7 L." " +) - [ I 5 6 G, Q. ATTACH. t'sAY ~ c [ y evmma};. g7 g+ VAP.N. 3ax,;,,3 4 s. x x m s.s..s. us m. m. < c.. S W e uAnt./sasn5 f.E 65) Ptil tsc A-4 I a a _, j DRA' WING REV.NO.d - -,i-- i SYq bS DATEM. , = [5- 's Idah essenean w e ii 85 st medos mas are ac.t mess Approve 4 BFl d m ' b E b ) Sus. :So ef-I-Stos F-I i O'tA*tNrt THE poucasino l Pet DC4 Icar 'M/I-d f Dates 1 M 9 "~#8 " N O i sig. pas.*b.,3 f SHEE. __OF c j to. MATERIALS AND GPERAT!L.18 3sr.fEETCH NO. i repenet*1.n e-M _,_ f" *S44Mg 7o,44604 i s j 3 , g,-,,,,=t Y h ief,ine. Wil0NS Fa
- fsf Fs Ms My Ma 39f88 aganet opta gygpg M g ed3puo f/
_,_ f somet. - stes. A ggg9 y gg y t =E F ;** L}: TB@ ~= l Dy + 0,0f P _ H * * '86/ 83 8/ oMe. . =,- m i 3 gg u,nesere. - ~~ PSPE : at me 'ur+85 ELECTsELA&HJL SMEAGENCY [,g i g THE FEM LaufuM4 (INST
- CHAIKaED g)i y
( ca300uassetT3 Aas wo808De 'Ein. STEJLt mi-N.m nirq HV.A.C.sn e et 87s t F,ULTED @,, A,1) 'd ( [ CUhTOMER tense tunu e ser,seei ide l Cl45 35089 M Mf(JV/[MN ORDER OR CONT.NO. cr-cou g
- a. 4,,
cerwnou ( her Af7I ' 'a _;.kuu T -i q-y Iyw ro us ems a... S ./g fssuto ros cussr f a 3g,,,,g ,,,,,,,,,,3,, dFM a,ej W av as, a,es q q ,,,,u o,,,,, a I h jafn_M Na cT-1-ru-e-ME i h.h.. THIRO PARTY INSPECTiott fk, g A dMNR .'INETCHNa q r 't coo, Cta..,wr-nr-et i Ay &. wu.= a m..m-N. N+ 1M, ~ ~ w 2m wr V*",h r %,owrm,r l l 1,, oei r ru ~ .m.. I j f hk
c. Y l \\. ~ ~ B l l l AS-BUILT MATERIAL DESCRIPTION i a L i e umam,-e m an. x x / 9_uMrto'-l.h" 7afE Asod W. X I VENDOR CERilti 0 / M dis */ Sect A-A SA 5#F C,8t.65 ) .f DRAWING REY. M1._[_ 4 ,,, gap 4 w.r <., mrf. mar m,4 arn Acewaes-x x av_fd._ cArtit *>se g .x t(3'at,, j-xae , --- e a i [.].._._.-.-_.L z. tog 4$1Nspy,,y, _. e om,CE,USE y. tBal?%5 -W m. .o _7 .. y. e m.,,, w = =.= = .. c c r-a ...c &.u g--: ' m m me er -,.,
- m. m, o
e.o ~ ~ ~ t
- o. wwm ani.uar.a,unn servo _ _.
i rimmy in saen y C>,,, INFatigli 00ff r" 4 m-2dT;gg. m (su.K Il A g,r r = 4 na -e-e ,e_,> aree ,a ,. k, g ' a y,,", & O , es wee: uf-#A4 far.t.tocArson ) co-g.% ' 59 Wy^ MA 'g 'I , h = 9 [v. y = u-l .m
- c....
.,n-g,,. .z,. .I n ., 1 L + -s a 2 o t \\ m a nn w l { {I _ (no vI ',' * "'" W. h 6'y l - +, - L- _.. u. ( f' f t 1 o
- dN'o I
l-an~ ) sccinw u
- D DIN L, GitV/T hWE' BE{ FRAll
- 44) LOCATION PLAN case ris en p
tal et Pers f'.RML ISO MEv ( urcuansecaL REN EL ECTatc AL ACY REY DESCRIPfl0B Da ve .us t ensa rt m,peet Lese <' _ vis. AEE tt 7-AS-058 0 ////-0 F02. d tr /- 010 2 6 8 de atuit;ntr an ssoinss =.)wneg ifH oen4
- mr UMg.
a p 2002. es: n '"=n a--- vest -( yE NE 'd} DEBS Fag. sto ngy $rauctuaal new M v. A c. nEv
- r. imob Ass-+icrec 35474,tal As suav m
W na ~- x m Qn X-F-AA M/ O S-0 796 H/ 015 6 fo O tre ry tt. yo C A T. (gM ) AAe .7, gf,,,,,, y,, se -s m Brown B Root,'ide. CucNT r.u A / g avvisonares inuca seer. vengM .\\ PLANT 6'A/AlloN# MAF surer i Or / new. 2 IM sem coos etase .5 a .s. --- s.'==a n . sos no. nn .Cp.i{} .7 ' '~ }. T ?. g.[ ~ ~ " @El f . ung:m rwv? =s. .a.
w ! ilt I i LUELINEmuvse h tust= r c o a vir- -i item l MATERIALS & OPEAAfl0006 lasAll stelk l .s WNDOR CERTIFED i I geo. ME 8 'it ** Mist EIAtk 7 ~ u =. - n m $a m 5
- i-w x
-.1, Sv. p__ " A
- "T* "'Det uilip B
- 112" MILTI MwaIK CN-AMCHAM J
X } AS-BUILT : t Y J ...#D m tu,uf I,L 6 mi10--- x kl.79 S*-Ge* N iN 5 -' f 0-5%d Ay sTR w m-o , L.. g,, w- - m-2 una x x i -u-mo.s. a va-i 2
- m. 3m.
i m. 4 ~ 5, i 4s I y; os pas >t I i 2 t' O.D ) ] tussiess c/*st utT k ~" ~ \\ T Y' 4 4 f b
- kehh, l
i, Q' *-;' l t . i tl Y TENS -bbe W & 'i,. f ~ t 'I 1 y,.'r,i p* i **' '"' '*a m l MSCMPT/0N .9 L L ATT. Tv8'. 6. C# " Ed' k
- 2
_. Id -1'r " l * .sE g, >v e ,w u w -x ' pttt \\ p 1 ga
- 4 titi i',l;.
'n. SmitS -l 4 l 8 ll '-+ 6 -t i ,-\\ ) h ~ 4 NOT*Es : +TC0llN h SEC. TION kld* umu y c r-#-oI5-Elir saz z
- l ];
"'ul t CARBO IBBC W H w l 4, i g l* g 'W gggge gggp 7 gI e l n g y, Lock 8as s8**** sor 3?E B#NZJ224 r. 9 - g - Y, k D * *"*$"' '
- Na#. MC.u FOR MATERIALS ANO OPERATIONS SEE SI(ETCH NOJW SHEET _ _OF d
j CONDITIONS Fa -Fy1 Fa Ifa My Ma @ W NM@b_ g Snowele Roof. etc. 7y 4g l' 's T O q '"*" sees e samessuevene DESitti ( and,rs ersotarsoset .7 (- SEC1 ton B-8 =_ ItEF. ORAWING IIUM8ERS Yr
- i 'EsI I I-y cyg tasar or ATTAessMA1vd KY'94, "ipg, san.
ha= tl ELECTate-en,eola taassiasm y s 33 / .s s = bg p Nf, y l [his..'.ai-sa.s%5a,ydle,,' cf8oTR ~ '~?"'^*""-'""* 'AutTEo 8 q u* m& "sc" * " C**"'" w *aa * * ** t'* w h f ug 9 Vg g g5gg gggy. ORDER OR 00NT.880. CP-0048. ~ Z ) Data Point 23olfwoa//#-/-J2 A*O M NAM cmeaha peak sa t . i I
- . Pipe Mel't.5A na a 5 Y" 5
" " *'P '% h% Q" *FI ] i a THIRO PARTY INSPECTION E' 5 b J IP MAM NO. C T-i-os 3-o n-5 2 2 R m f q NETIE da w , l. l,,,g. 3346 *A N; CODE CLASS : Mlar HI-2 b S 'd.s c.HtM
- 5.. kk s j
468 mas *** MFCA *,si,, a, SigE' ', OF I REV. f 1 if 3i g y J E* 3" #7 'I ~ ~E T: 602 h A $.? h,h. fh4$&~N f h & h-8 _[ s-en -s run e [ ,.,q U.4,;s sra i m =
1 ~' . d.. d l II .e i "*('*"*" VENE Nt CEitTiflEDl ss.:nos, un .SA
- =
k i I g'g 8 FP t" = #4 " a M f"//r j 7 3 enaeuses,stv. 4 co",508-y SA-M i ~ l E ** N ^ .ji . 1
- = 3/ a *, A-//r l
M O $ r f,Q m ._ L JM A "B5 -No f f 'I] p -- g,3., g f D' I STEEL SUPPLIED WsTH e gp h,, g M '(ssaosrh-O l3, } Amt.,8MS 08-oot-C 7.t &, g,?' g g W ,9 k' m,r g i g i i p = 3 m.1u,5 Pno. 3PP 1" u n ~'w it *'L6. 5
- 1. 6 rar l
g 52 d g-yll.T B AEl & '.c Ar '. Asse *M 4arlwr-e ) & -L HL @ BL I 4 4 s e. . W!2*5b M-% L j '~ 80 ~ ~_ 4 i d1 to . ras.st. sos'.i, ++- 5# "" ap 'E J, - a r. ~4 ** S F **IS ISII EI E *II'I- _ ~ ~ [ T, % "/4-Aas.ft Soe'-S" a e .O v P Me. s.*s e-SA L i & g 3 t. . A ss.ss. re v.. u> w. a r - --- E .[" N #^*' " U h '{ -as& p / D., stret suePueo waru-l N W lE l Y \\ $*$1S?n?'. @I... f.& .Y %)<e j m h.3[e. j.. i .N ..c.; .b 5 g i ~ j g{fh j J K 4T'---" ; ~ Mg.,5, wM._4 k I g.& c' Q nn-- Q 4 >s-b4 J ge A N -+- P L A N @Y ,i _.p -t. o m j
- E8aml T
W, -- - g-c=:.dh- =gsesys.e 5 @ -) nastES /' J a ge y +-Vr4 gy, gun ma 4 ').l.i.e..,3nm gr, ) i n...., n 3 3 y asr. 4sair s, I &M Y,f'dEv" a,",j, SECTION A-A g gg ...e - -s s. i a c.', . h * - sEc7-c-c ' " 34* -O
- C""*"*"'
88 SUPP'T. JGOMfPSI-MS-7-RS-02 g g 21 i.as noe om.4 es* 333 3 -as-
- sea, a n33. e r-esos a
nea =c isnut iso-e. c.N aa-
== eiu mc an a= cose/a.m.my, c... t = = = ue r s. mees r ,,,,,cagege,ar. M S - #- 838-o 2 8 2383-Se-d 536 2 a ns-as t-oset 5 some m 7,,,,,,,,,,,,,,,,. ,'{ [ 1- _"s yes =?._
- "'a' senas wineties sesveces a c.
.m Brown 8 Root. Inc
====o
==* a.
==a j u i-.S Jaj_mdi *=>aci comancue mean vesees no. i a sy, j 3c74., N 1 p:p aso 1. o us-s or-co7-cnni.( F oness a nut suc. l I J
.! if fi f 1 .g . p t. _.. -.. ...s m. m.. i g. A.x r t.
- , H.. (. h,96.if
~ c 3 .i..
- i..
n, - t 4 c. 3w j w ".>ce $,' .nc.. y BLUELINE,,.,,,, ,a;;,,u,,:,- r m --wo so th O F - c,- ~ aw.s en ssu!?EP' ad AS-BUILT ~ 3
= =
r
== =c - + ANp) . ;o n==- '- =- ~ +3 tt% l- \\ 3-. ~ s&g.e:n I ug + 4 e =, - w: ~-x
- n
~- c C0Yq. m =. = v c.,. y i [U i
- h y,
- ?} u, _.
~; w... .u.3 .c...~ s_ W Q,~C \\b ' (l x y ,a 'd 1 hk.M" u.sn in. y * = - Q -= 2 ,,,s .~ ,.. g u X, s u t. =;. m u asl5 's ~ ~ : '. :: ~ s ^' Me-H ;' : : : :: h'M- =^ ; r d l'T i t CE 7. h4-0 ! .4 .-4--- * *1 i - 2~=T?" (G&E--Gi&L-G O-3'C-4'549 M3: h j eg A 532 St. A..+- - T: :a % :' =.
- ^ =
+= =a -'.~.,a.nn sa, n.g y -~-. ..s .f o++-,g: : ,:..;. - n+
- :: : : ::a p y 2: s ia, W QWE S tity. i
- u S, '? a - -+-**- ~
- =.v:=m: = =' : v
\\ 'Q(i,. \\ :y'..h,' - - - -y El C.bcwa. ", =,-
- F %
. ::: :.. = =w.>- u.a:ew, n sa se (Ts eier ca>>," n :m. t S =w -l ? g.. - 9, L,J. { ~- sec as-sea ,,u.sm,:'. ,-?H,=_z.a t'ES w o ic oy o a i_ s-4 =. -Wm.u.m- , s,., '-- s lt .. a 8. .-==r-u em. s., s.oo:.
- .o.c e.cos
- -53'.AWA,W. a }, 'Y'c&,'l[i=', w' g ) ;r
< ens _._. o T r 'u. I A *.
- i a~ c' *~s
. z-s _..<>o iso &i5 7 rdPb.g+ .i! ~ ese _ e. .- %g'- E M f y' - A .~uc l C'ge?qA ---&zid e.. .m: pI m v t : THER. UPSET MVTS:- s.) exas r. g ;. '...S u s we cne) t ). s. y. s. m ap e.
- -s
~ w# ~ ._ Q. ft *d! -,a._n, = -*4 E Q, :d E H F-,r 5 = /. m5 1 4; 8==.1: = d s.7g.g i ll ir-sers w = 2.sS 7 l u k MTL , l' 1 1 8 et 9 -; - 3-C v pl t : Tii R *3 , [ ~. L.] I.. _.. k NCCT l'i-f*i ns-322h 3,y - g ))Lochias devices for g i,,,
- . high si,ensen bolts I
D - n,-su2h.m ,t//, g .ga, g h.- es.~.H I a o not required L f.n -. ' M.* eo-i. \\ ggg r a J. -1
- 4. 5 s
a w ...fs... h > coror / gn ags,jpg,.,, - - - R O!.?CRI?fl011 he w e.a.ro.. e.as c c (" .e = 9 Yq ';' $ -. '.. ',* *j.' . [' VENDOR CERTIFIED g& 3 glid.O Rcv'c= vedooi2. CERT i f' CWO AMCf-CW. b.?? N'. nr.52nf t* OnswiNG REV. NO.$ _ ~' h g} U. ~~s ** /gic. 2 A A h I to ~ Q -W l l ! ll Dl ,5*:. ? a g"pp g C
- HO** ** "
S t b.UPP'T lbo. > PSI. hes.I.lB. 02 TO. s3*40I fk \\ 6 d' *4 1.. 850- l41< I S eit.*C . 2 8'.,. e t s c s.ic as l.e w l cos t/ce.p.g-- m.,. c, .c. gigg arry.g ging us oe s.c.= so.os 5..e.a.g seis c .f_ n n - t o-c,5: a E. i .,e.e,.c a ,.s.,.,e. u r ia u.a .< m leP t-80 hk W-4 de 8*'di'5 W. A.Sc o., i a. , osa .a c sv v a C. eev pg O.aw.MGS sa s..so.ne s.sC l.a. as.uc.va t M s.e. sts. oa IM n.3 $s-osaa 2 ans.=e. ossa 5 80"a - ,,,,,,,,,,,,,,4,, ,,c,,,,, -h '[$ C'""8 8 IE X A5 UlatiI885 SE AVIC(5 iNC. a e e a' s OfOwn 8 Root. Inc. .o.ucno o.on u.. a. n { f, y g e.(.,. pp so75 Ae-s-!C148. teosace COAA ANCHE Pi AK UNII$ 740. B & 2 = =. - - -. ,s, ws-- us.,.a. .,..,,,,,.,a. . c,,4...,, g, 5.,,.- -... 1 .a si e
i.'. v,, ',- p,;N i ,y p g,,,. $tY[.3b !. [. 3 m,c. m ' ' ' * - 8d . d at. h,.,. u c:. s.. it..., a m t..% e:. t .. =..~. un.1on ENGiueens C a.0FFICE USE Of Ly []''s',f,.i sw= = m>an. I "y!wr g l ! # e! x %" #A MATEn AL oEscaleTion i (AS U ' ' ' r~ * ~& 'L 1 ,_ r s 19FE 2 Et CY. 719 - 4 Ve- ) w"trustr"'zo -100 FIPt Cl AAtP**^""''**".1 i 5 A St m ,;b (SEr rT At Y 4 r d sit" t oAtc, SitPit HILT! WNot Botr N LD ~1 F (7
- rson.EHs D N - AM vet 4 DOI 4 CERilf ED f,w I
taaws4G Stv. en I I (kl4TEEIAL.SUPPLIEDmk . <- m l Alk' O CT t 131-1015252 4 4 ym* [ PAI4/Tt CACM FIAll d 11 l teEra GY, ~ r.(;c'n uun %V D 01 rmiro ei ma c"ow' "ma r "6. "v ' ca c-X TOP OF COVCEETE et { 4' "'* e s no nM une
- par, EU V. 715*- L'
~ ^* \\ ~ c'orrr ettaw s
- -s-
~ ELEV LXG MORTH lnr) 'qw-y l. \\ = Q's /)k I* GFOUT (M47.1 r208. C ATTACH. TVR oe Ne.L 5 34' 5 FT.- IO* CT-l.137- $012-5 E ~ g asast coot assince f.5 V nDooens 'I d'S' #0 0 M I g%. essesse ancs -Q nus.surroer etnxts ( I W ~Q &~ -~i-SUFFDEr At (" l L ll l
- }n m
CT t 931 COZ SZ5C - Vtan y a p \\ l-O F- - -! O b l=: WGE: z g alarEs: I. - -G. \\
- p-ia. :
y u f ) r s =h.u."u.'a 'a' t *"* 4 n, A.% vi .,o a. c s s ews i s i ( .g --(. d " MF D tflELD DelLL i4) CS ' T 0 0 1 gOZ ~ ~ SEC TION ~A - A 'M _Mf=' -SW l*n."6 HOLES j i N u ust uT COTATED FDP CUVITY) LOCATION PLAN - " f",u,m _ e ce.... ... r n-u . u... .a., ... ~
- ,""e.
.e e \\me_ntty an 6-QQk . t, Mi Dialbo T[ El 0(.00 5 2 L tiva as arcq ev asts.t.as117 g .,c pu a-t -.4 -ae 4 v y case. m e. muy er.uc n,.n nrv is.v a.c. nrv. f.s f DCA 7f,4 7 (NT W d ) *A SS#st T yg gm. ~ N y 'W
- 2 **
W CT.1 SB 003 5 .11 Ct,00 17 Af f O(*50 7*~ cs ns wee a ',efsna tu os z g ---} ~ ~~m. ~ M' g.... Brown 8 Root. inc. cutNr t u s.t I T NO. er- # 137 7o2 sz3e M. #E','N,,N ?40o2 PLANT _ COWANCHE PEAIC N D Ul.ac" car *c0 F ,p 8 0 "* B so-un .30 8 NO. _2325 MU # M # M. i
f V....c r .,,,r l ,g = ..,m x m y b sus i .#.ia.- = ii m i c4 f #""Ik j [ 3 2 I g j if 15 i 1 f i I. .g o ... m v s = i (.c i t e -I i i i a g.. 3 I I i
- t J
g I I ( i d l AW.. ! s E 2 l l i s e ig W p: m a I-g' 4 .e n
- g l c0 a 6
) f.k l l i - .5bf l M l [ gl r 3 E = l 3' er w e m m. i a:w .-v I5 i g L =W p g pj g! 5 5 j y g i ih $ :l 6 i35j lO r" r 'i i i' ! 8514 Iiii!x = = ii i ip @ J I E P liliiiV- 'l 'g li m i M EN i UH O r l E la .g E ei 8 C:lll't G.s P L =4 8 9 a g sIf.,$i? ja.h
- I
_ b*' e% 1 i d l g l j!r. 5 N ] t i i 1 2.g at'j t s.je. eg 2ll ~ $pe-1 32
- , !! 4/
y r.j - t) a 5h = o f i P 8 g H e-h .agll s_,.. R,- 3 i J a e E d .) a a to r 9 ,g t w pu a.e h:. p, t, ya a ] d Wr n,i .. p. w:3 4 s ,=[e, ] e p: l s n . g v. 4 -= 3 I!! NI 5k %:.?-dil5 !!#. ij N, 3N 2 dd E I; S:3 l l ea c: 0 s t ni i l % g =, 5 0 ni n g j w.:%... ~ un h...:', n a m-p: a w i = wm v g 2; I W a t -m2 +- 5 a w' u. !. = s f e :n,. t, n !iega --.- : ea, c aj a a m e i.%.I g ;. 3 q a. g oa c ,,y ]b,I g. -- E K! % (d.d (d .s 2 1 Mis <M ; ci3.'i iE,,I l I , 6 $; q q. 'Wgg 4
- 1... :
ci ! #Er4 ,g i 'E - _.l.pI . !ah.J._g _. --, - @. M_ !._[ N a u f W M @i _i C '.. *p g? ~ M(II'y!;t :" 1 (C ; ' d
- t.s.
f(7I-. ] yhi" jk .$) i
- t.
1 v. f 1! l; t.' g ~- [ .g C% g*- l ;a o, eJ.- >t - s.. h,e l5 l _1~"Ng= W= W ~ 2- __iy o :: c d d a_, g? W/M.i EB
- r.
Sw .k t sm ,c \\ ~ r u i: (E.* q.* sj *. @g.. o.~\\ 4 w ,M ,.'..? .,M T. 8 L 1 e I 1\\ \\
- e* w, yJ"
(.g% , d,N 4 w I i d. &#,,.?.i
- k
%@, / Ss.; :e W o 3 y n I '. j., \\ '. V,"s,_ 9 v s* i #
- )
- ~
0 led Y 2 wa (f 4=., t u \\ p ~ .J g( Y/ k ~ $bk / >,a
- J
) T .*S * " L y C 8 s = m 1 i, 3 s 3 2. CO .1 l %,/ T 1 hy, k ', i,, ? / I L .- _.~' 3 [k ~- L ....\\ ngb I
'33uy e '.5+v l l l 4 v I m al l l 1 . i. < 13s ; 3 w i.., x 3 I 3 1 c, f S 883 // N J,3 i w
- l..
w a se,s p' s a,. su m =- 2 4, N x .e m y
- v:
e- 'o l!N a i i9 jf f in? m 5, F! r l 2 l -s E a n <y, .g i-5 l5 Hj! EC E ;5- .a = s W.g'E s a, 5 5" g g
- S!i
%o, j 4l1 $;O q i a s .~. m :R a
- s g a s u.10$
dii a S v na e
- u. l t
S s 3. j u E q f I fy.y fjg g..1 p a,r.;.j ( y s o j. u c 5 / '< r 50 I b h xh p ab. g w=2de i, ee ta e'
- w p
t L
- v. o x
= + o s ro 3.,'- a o Ji ks q. d. a s i.J ,. 4 3. "g 5 !,u.2 6 9 a S.e' h f - c a s a -.-- g., t:
- s. z. -y
-24<c 8w c., + g g . o. n e- '. s a se !:65 3 ' =%<. gr aA apt 5 '- t; E u. r s'< r
- e '<J-,1<<-
P o a: am o as 1 i ? z 2 wz le a ( w ga$ i J.
- g Esp W> ig-F /E!
!l 3,, 9 g y li ti h o 2, 3 ., 8 ;- w
- a
+ - -.m= ae2 g ;:, <s
- ,bc
!!- v,e. a:e g s M i C .ats .~ u m w < s => "I >j EE"' C d!I i A, - ? ! iM 2 M M, 51 g" %i 5 ;;\\ ;d I R}I"Ol i,. a =- n a ig Q[,ngg c 2 ' y e fsl [: %5 4 4 4 4 u 17.: ) tt y c.<,e, t; ,? Q g3 -t 9,, e l amasamm. ', J e e; ' h !? e a N
- 2 {
,P 3 8i '**4I!i'[i:: 4',' [Q - C'.d ^ i R e E 7 i tt- .,, x 3 8 5.E era CEI r. L me s a pg w'., 1 5 L ?-== *,ii.;' (...)," b, ' p\\,<.,} '") {t g ! j . _] ! 5i,, c } '. s C i a-2 c c y v i l f EE 3 C E r Om 8^M c ma' L%l
- g c
= o - =. ~ m 43; $ L1-.221 'ei 4 2 !!9 21 n ~~ d!J .4 8
- r u
w J 3e!c Oh !s 2 Q j>f i k I ~~ H h wy L L. .tl t-as .o , k5 1", ' 7 I w.y 'busumi k.N. o 5 Y J I 4 y .c p% 3i r- .v. w "d d .g
- [
2 4 37 p4
- gb 3
, t-
- e..P4
~g ~ 8 n a ( 0', ~ t s s p s 8 2 s M c 2 i r .t. w ,ll{=g
- st t
p t z-. .c e W l ka..J: g 1 w..v gn ' O. a :. a 3 ' Q ,v 4 Ig d 24.i g g in g s. 4; ash i 81 3: 2p59; ki M g' s m ..~
- mg m
e - e% '9 ( .m V. w a re "2 G i f.: J p co g 5 t V, ;. g, '.) i / K i J rh
- b k Ct 6.'
l 3 1 1
i m. 8 =- 1 i e. %,a r su I I t S r...... ...+>, + r e l E. sm, i,,,.. ,.,.ii i l 1 1 I I I %e r 's ? , i.. ' n i u,y i ii m' s** il l. I so, M - q: v1 i 1.. i,n w n w 3 .. i , W
- 3. as c e
- c. l,
] C., 'g
- 9 D *.' I
>4 I g r ".1 cd8, n.- ..b ~. 5 = .ij..., . *1d
=
q 23 6 M W o wl yg e a ( $ 5 =igj i 1 e s g
== c- ' us. o. 5 g o Mri T a e ,! O ld y '.q ': z o D; 6 1 *- z 1 5
- t.-w
-.,,.J,l ~: W E: g g a # 8 g a i n 15 u 1 I m~ 2 f m "I ~ =.. a - a- '= b,"..: : e r hv 1,,( d b - 0
- E 8
C i d W 8 t l"3-P = .:3 %D o 2 a 'gg o e s e = a
- -m
! 6.,%I 5' 4 i i j i 2,% $5 g -:: $$t -p
- u. - 4 ih $
E crl i 4._o <a m., g 2 : la ..,'3
- s. n o-1 o
3s = r a sI oy w o. ~ w a u o x2 2 n. m e P *
- n 4
.H J ;;"3 r e(e q 5.' bK t !q q c 3 El ; ni ! :. E vb es e;: e 3 =: = >- 4 cg r
SM M
LA. eL 5 # 4 3 c1
- io
- :
s e _d 4 5-c j! G d LOM R-2 'I 3 5 $M i i ! *'i S d? 8 W. rE.; d 5 n. w =t i o .c 3 c. y . ~., r e y_ p. n e 4 ---jks i I r 'et t = m a o = LN L 5 2 'n L I g .d, f:,1 I I - qg g g ( C, M,.J g pg m y q
- 51 r
2 2g g i r g
- e. +e($jm /
at ' = = .c cw v a
- l34 / o j o
a - . L.a. ~r go 4 w m t .apf. y .' 4il l 2. c.> -1 4 x.. y ; ~
- 2. - l
,4 a s. t-7, r m lh _1_. -.,4 j 9 : d.n M< 4 u ~ g lit - a:.:;s N j g l j t ; J,. d -. ',- %,, ..... g. - --- -. --,... y.y.. - { - -, i .e 6, 5 = a) + pw e y Dj )m e i g a s id f il 8 f? 8 j i 4_ f.c,qif g g t g y : 7 j g ,- v .i j, va B e u . ' s a* e. q . e. . d, : _- a.,,.. t eg y cce G. ~ s< h 3 S. / U C wd ,i 't,. a a G ~ =, g; E -j n e w ;-- E
- E >
~ E =! y & I w' ? r 4 g o.)- -.v wSa ). _ 2 2 eo i um z
- g..
i w CQ o o ,z. u s, g e d k !ka, ..k.)y.$ 3Ng ^ .. h is. x w ~ q-. i wil;g ) a 5 i . t E..F t1 5 h -l g 5 5 j. l 0g ~2 E 2-
- C.
,h 9h.?r- ? . tc. t al e > r 9 4 V .d 17# . w,"/ t .01.6 E! g i.m;o$ rv:,i u ~ 3.- r i r-10 ,c w ~ c i. + . cs = dig g c, I. - . 'e C <l M' MI b h I i f g 'e. r=q e L.., i g2y.i J. J, r e w - c g n C1 4 42: : f O t i , WI p oi 3 E. l j{;, ]i j }4,/.j,, -s!I-I 1 4 gy-i /.. -,,,,..,,.. 3'.., p.
6 6' l2 A ) r i\\ in. \\ e e i ,7 3587 I!
- ie 553 3m l'
l l j. k M Olt i ( 8 i ei 1 2 I ..s 1 g K i rs } -g 'a! 6 .u w o 4. i. 6 i .i si, b rt - D 0 1 'V E 8 [ = 50d w g 4 l r.$ ' ' d ', e UU Ul as ry.# pd r
- r. g g
r u i 'i~ - g,j Il g -lll, p , ul: x,,, - = ,: g 3 -t, ;,' ,= s.a ao E Q 22 ~ g g_., WM d..h ,a <,ej a-y,; g g y o, u-a m e z s z. h j h TT "c h b I N
- O g
8 8 %m'f ~ u 2,3 d w_ z a c e ws@ o w 5,E o,g: 51 2 i g G s1 y
- ?
al.E m o ,3 d.f 0 3 b CM# h c t p,5 5 s e t
- ' n, s1
- e..:.;
ed* a., G 2 4* e = s w .a ar' h,ih+k 8 c M s g .s 3 M q g rus I5 N 3 E-s1. M E I U i l T A h ~ = c. 3 8 i i 1: i e ~, -p e c.a c + E r.a.u.- l ,C P.7 0% o w o _,,l d. 3$i 5 h d -. go m .,ean h l: r c y rg g
=====ca g g. Q,. ge r i Ins== L.'.,, c. ! d d 4 b _.;}u - } g e! 3 ;;jg d.: ', i s s C c ; u.- .t e n. 6 :- q 3 3
- ag ;
m.,, i q o em.. L Z y m .x ~ w.- r. . N kl""*' g ! j h. 8 3 E T.l N Jl m ".. u* L a x r. x en d --g! l 5.nl 4 l 'a= w. 4 t . 3 5 E i m..] s t g ;-[ a. i e A .., E, wh sto I e j. i g = 4 a n<:;m i sh ;p 3 MW r; g w -M T
- , IsI; e)4
- ri 2
= i b ir.- .lJ.. c:. as e + ' 9F il $e ~:aC' 4 f.l'11! ww L,Z.J i '4 = a J -a [ '- Q *h,. e e w s v!-(# e .e c a 9 pj M-d M ?! ri c 9 v s' h E 3G G "I E d ~g i E fsh hi ND M'._ d. Y w i i s: 3 .z q .s h M N W
- f
- N>. s i
i 4 7 he }n 25 ym c a* h,,. ' S F, #I [e? cyg ;g V b EU s, J N Gu a g l .m m,i = N h 'd ) N S ~ 4 g i u 9 7a.- 9 1 5 ? q a e , ; Q' @]d*i ? a F 2 3-s G,$ $ E 2 &j-.s d ;k. I[ c ed-d.t - - @. y t d-m .ed + $ e.g ~< O 'm / y cJ^ El : y ': i : = 2 s ii:- l r O ~ I frj h. E$ $ $ $]a' ~~2!: h 4 d @ er.as* t J M i Ln5 liiH l we y g d g a 3,wn =.pi l o ~ 5 =1 1, m 1 8 Qs ta s 1 s Dt f* b m' g e e &e L
i_1J* ,l; ,1 lln1 1ii)ii1iI1 _n n. blu _( s 4 I* If ( r a o_a, _- sa. a 8 I R n .] g s r 1 i,1e c 3 V. e 4I i.0 3 E . l _.i' l T. Ii %n,,'m g'E r - - - s0e5 .g t n .m E m s s PT Q t P s 4_ i n - t 5 s O e 8 nC n.e r e e !1 i e 5 s v0 0 s- 's.m_ 4t i-p
- 0 s
0 a i 8 rt .[ r e F .f i i ~ma . l. m . c. g .f c-r i s0 T O i a 0 s r e0 r_ - iR ,a C C 1 n E.- 0 n.'~' . Ee .n... _'., sGe E Ad ms o DT t m.m =~,r_ rM _ AN ^ Hs m L "' ,.T-n v oat m 1 l ) Cu c n E T sDS R,E oiE E wwA" 2 r o s S' E E g rE uAOARa o e S m g T,t H ^ m c" m. eT c.J B I ^ eg nt T g .s n( s a-- a Fr I' s o sA Eog w=w. N u Ir aF Ecg E E p D n n S sp U u r. b RAM' r ^ h pnM s r fR' J s I:U F y u" i .t z e t L O c,, m. 5 i ^ c m e C' s, d n. 8 n I u, aM'**
- o T
l L A n o l n m*sE5 H R T,,, s C T n' . ^%i t P r t Csf o o, E rW E o,, s u~- ry a t aC C ne P S o'** E.m*S e T D E D'e E s r.5 C C ', 0 s c* - B n s na s I 0 au e 's i i DD u O A na Eu 0 s s 4 C YhE 's o.s N EDmm I0. a r w P e, a g ~ n-B e 1 TR S. s RuVIi n,is ar 't cA A s A C Oe"r = : E Cu~ Mr I E s-n R FB T C. o P'w I cr" C'a M T C u'L 5 v Mg{,_ - 'n 2 u A r. "@E "I 17 i A E' r R c 1 n I [g[r, _ E' I ^N ' a. - 45 n';~ I ' 1' tf e t' OI s. h,._ p' {g}i F i tr ./. Ad .4'- cE E WNm@Q . - P '/ ' ^ {Q _ ,[ ir 2 p s 33 A ,4.'g .Q' ,7 0. S 8 b g 5 '4 .l r.4 b E. ~~ ' i,1 ocO -r iR 44y e I, . f. T ,. { - A .8 a ) ) p N w.~ r4e .w't 8 4 f'. a 9 jy.@'. y .m n 8' d O . 4 "* To s.[1 5 g 7 I s d _ GL"
- C e
d ., i i E N = - ]- o 4 P ) 7 Ss .h l ii I 0 e I 3 0-I $f " T H, 4 1 C E v ri Y O " x $* h Y, E T i '5 $n s,F c 'r-y R. 8 % ~.r A m { M T o 0 J P. m A r a as f 0 f# 0 d L L A. [ w N ,hs E 0 O s 1 4. y1 9 J 3 C Z 1 8 1 %D t i t o E E ? .U _ d Y !l s n 1. E' liv o p 2 IF }- CW..i-od I y D c.*i Q T ~C=y~ '/. R a. s- ] l t Ev o t A o
- o. '~
e S r c 'r-e a f R o. O -} '5 9 o C D O 3* f" o t 3 r0 e.E h i N 8 ~tf I - P t 3 Y T 4 L = iP Ew V t 3 E I C b F b i a i) p5 e f "*5 l
- p. A b q s.
,{ V } a 5 D C g.
- f L
dm s a D c I l ,- f % d - h r
- [*
- r D M e I " T S s e o i 8 D 3 ~ V
- f. s g
t I 9 j. J A
- y[n.
j .Q_ A'L i a - M l4 2 E-)T. *.. J. aa ',{j e I T e. I S, c. t 'l t J, a n NL A. is" ei -[ eoa ry , % p. P d a I e + l s JLU( I e s p p-EU*i. (c i ), ees Z = e . t ps r = a,, eaaio 0 Le/.<... .1 .= U r pcDPl 8 L #' Am e 'y S s a " g n,_. .s 2 o 4 .8 s 4 ( 2 eo' 'l B tm g o 4 A. c T I s i il b i ,llIf -, I,jl !ll1I1 ,l!I,l
liWORMAT10H COPY ' ..a, ,p, ..- :_. m.,-. _ -mm g./ h ap( j1 sa s or, a*wr es rat sesanasana suse, rn*.N=v- - ' s q *.'.* }'* s6-sacs teevr.: ca..r. e6. caangst$ ..u, ,. ra m p
- ja..,['f,g1
,i 7 tiidu Q: i.18im Q g; e.- c '/E / /NE lti Po CNES N.), MATERIALS a OPERATIONS QUAN SHee E l ~ as-s '05 l 2 /=r8 %=r9 %= cs*-%) I c A BUILT
== z ~-a-~ ~ * - a x : : U. 3 c 4 r 5. 4 e s*- W 4 4- /_s4 C P*-Y*8" 2 3 y .. _ ^ W-j 4 A s - n.o sro es-Aetr r<:n- % t L.14 *2 1 5? 5 wap - m (54-u 4 x a, 20R CER15 tED 2 x Mu -m?t
- r e-c,.
s r v = c., 9 s - cv - 84 ggy, Q A. 7 w r, , e,.s-cs,- m acrtr .s.- 4 x x ~ NT tt't\\$Y A A' l **
- fo h
- f 54 - %)
'~ f k _' : _ DATEWA;l ~ a cor.e sw w. t's.a e,cn, tuen _1 T Y i ' cM ~ E j~_' Q Q L ([,$$ M;, b Os I _2 ~ I tt z _ t ti z _ _ y 1 h E Nf$Z22\\ h (Tw QV l qsentsortos f U**I*J** I' m 'd p % h W W # * #87///M/# rn s A 2anostes j . satussu eats 6 p g,ggg 7, ~ ~ ~ i e si,4 enesota 2 - esa sca star (C $ M k_ ~ m,
- =
1. DARK
- cr- /- oi3 - of,r-d 32 4' yQ
%#eT: CARDO ZMC # 11 ]* m*gg g s h 4 M E_W @ f=4 '#9d' Approved By: e_r r. a cuaN SHie
- -.gg g -
9 ujL o.s.: r, a.o as FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET OF WOVEMENTS Brown a.aodi. i.cz conomons r. r, r. u. u, u, O,4---- .-m og s,,, x ~ v-2 s, - /g 1...m A.. 4, ~ REF. DRAWING NUMBERS g], $j I j i k PIPE
- m-tw<v" ve's 6 ELECTA %M g EHERGENCY Of N l.
C STEELt*
- n*-n? cE' 14 HV.A.C. 4'MW FAULTED _
_,j_,,, pl 4 g arrMasar{cadarr l OESC#/PTION CUS IOktt.' taas Attalee r,esitee, Inc. -TOO2- -~ tam m.EsEmpareekDROER OR COHf.I:G. CF-N A A 2-H ffs t<e Tt ine't w rA/..mi JOS NAuE CI'; ** r* ** * * ' a p., ,- 3 .,e i e,. y oc31H. us__r g ' C M-. 32 e 4 s km. A v * *ec' de 2 n a M n-as
- -d @ 3., cT l a O-tS-stEv J -
jL.385]@E4 - 4..* W OR - ?_-M V 8A '*
- W I" DM*
THIRD PARTY INSPECTION h". 8 'j- -i ^',d ",,,. U..d L.A, K # 1 -u u e e cd. e,e a.34 ,se.. a < r s 4 yETCH % ; - t-ysp :3,t.g. C00E CL ASS :_M Per m a
- j_*, ",'gj$Q
..es i
- .i.
e. w cu.6 9tFET l Or P giCV. 4_
C 7 FM 0FRE MD www n nw y Em2 g 5 U &n i.aie UI.i P.. 3 Udu J v+ ; u. E W d g e aggg-g. MATERIALS S OPERATIONS QUAft SHIR 3 g g l 2 LLinM 2,,g.- NO' //,.f f '( Y gang ((14 3 S e 3 pt A1E, 7/6" T**. fYe SrcT A-A pan /545,9G#69) I s s 'e. I ...=*.
- n. 008'-G,,
P 9. s,.. 3. sa s,.,,, mm t. yy,4-a v. -BUis T e IL + ~- e no srs t.ws n.i suw.u_ .w. i.e<smmit.wew I 1", $, d} VENDOR CERTIFigD 8 - csptan. sec.er.er naissam c.m> Z 3/4' = 80 +4sLTe-acwit ConJC. Ate (6eoes a = Ll-}I l 9 % O-l 3 mRS-to EEAR FieA(i<tf (Ascep/ san 6) d,3.ortri/6/p yyy8 g ar i Ii,1 k = S T ll a 4 4 I. W9812 ) 1 J_ EL.8041 fig I! WSU2 .73, y n y p,, _ i 1JJ l I JJ%6 f f "L J h i ts 10 7 li L fL I A s s e ~ '8UL P hl'l I ~* ' 8 ~ I . _J 17131117 #. L F1 la in ,.ID I-s e' ~ sus LJ 1Ln' I.' ,J. ir IIn is v n l g 9 .n.80$lefe"! i ~~i K"-CT-l;o2 -JOIE-2., !, ' i,! I ~iu i '"'i L8 f ( fI.! w, \\.. n..
- .. 'p w
? CPSE *T \\, ~ ~- 7N5" 8M" 'i, @7Eh 38-' ' ' fa n y ( %* 2 %"' 'I i'- AracMas Devices for '.5 =I V,b. a s Noh strength noits g; - $.., e., are not required - y, I-orscan'non y l 4-9 per DCA 7607. /
- . co8':
i g-g c f h 6 $ & %,o *,c.ger,f,c4,,,,,.. c.,_, F as .mc., u,r 4: 1 thy-uAnni,cy. n,v oi3.sirr cy, .f N r 1%" I NORM. OPER. USPt.. N PAINT: CARBO ZINC B ll e a M d ax
- . oa s 11
. I 1 n w m s f. -- + At ,1 .os, m } ~ of. \\ FIELDdILL Mvli FOn MATERIALb ANO OPERATIONS SEE SKETCH NO. SHEET _._ OF ~~'f'5%d apw s , = n,n a- @ 4 N-h'"" en0WN 8 ROOT, ufC. COMITIONS Fa Fy Fs Ma My Ma y-sme.=same a causemuevose DESIGN g { /*E A6;E REF. DRAWING NUMBERS Dr
- AS
'~i f2tsc l-- SECTIOM A-A '--- Yg> w q ,,,,,,,, m,4 EucTii.w, EMEReENcv --! esso )-- O-STEEL se-foo? et* *2 HV.A.C.sau sa+e 26 FAULTED
- 2 =
-W 0 i ' 8 U t sso. 0 + S6 "B!.I ux ,,cr.,.3a.e m 3 7 aal'ab- <~al=1 "LSc""'"o" custoMen To... viene. se,*e. nic. i ..,h ' g )~~ Fr 8a N f" ** M
- D NR# N M
- N Z
x einfl253/PeoqL*'4s.s 52 Ko "Z L***T'*" ctr ra.as JOS NAME Cosneache Poet I fb 2 g vs As gTi6 i e l g, gj 0 g THIRD PARTY INSPECTION Ek g g a[vD MM, MARK M g h ol3-53h korE &
- o.4802 d
.h /M ET e CF 7 REV. T I e >
1 i -l c.. ..,,,..... r. e m Ti !YE d.in m c ..t m m._ m., .b. h-Fis "R"*';'{',,,a'y BLUELINEmem l.' 70 .DweniAts a oezaanoHs - =An mua T 95 !d / ~~,/ Y p u ,,4-- g .~ k 2+ i v4-tiz' mtTt KutK Ux4c. MUtORso:44) 4 x F-1/ tW L)g VENDOR CEllTIFIED ne n J 1 DRATflG REY. NOM A wrJ tt (5A-34 ) O'- GVa" to'6 fu rei y x x I IDTC. Bt k DATE]/l]/f*3 77 ** ~>
- -7 T-L.
t~ C S lb rer Sec. A-A (SA *>ssc.,Ls or 6A m i X X 4} Lof iina,ene*m imes to.h 1 7 n y a x o.s a.ca.. c.s itt (sA s4. w SA5asc.,(,5) X X l sie ~ + d 2.A Ald.I r rao si me w.3.sc,snua m c.c.. - uve-i. 2 - x 2 E. ase not required ci sic - io.es,o ust U. AMP ( s A - 3(,) _- X f T 6 par QCA W 6 io , q n.,o .pm Ep.AcKtTr alt.s-o IsA% T 1 V ~ .-f- . sitti viotAtia m i h n . ! o,.igt.itM ME* C. :.oso cor-52rs:, - i ~* ' / \\ Et T /. v" l I \\ Q1*' .s Ke.O? T. 8'~ 7 * / " ' . g,,(Q4 Y 13fTEHTU IIEFITiU-'EEPRH 55 Y160E?tipo 8 i(
- I' Q l
sDR5TY IHL'fIc 'k 0 surrootA A ""***'AU**"*" .,...;.. '.I ~~, o. 4 ' y.a. .e __._,_:v. e....... p.. ,g s i , sq>wy ) ~ '8 i Q [>> vN; : : t e n.Lehre;;,,, e = _ m. s......._, ~ Q"%; 'a it i 7,...p. n., r ;.,j. 9_ ~ .L 'f@~*~'""'~"""""""- ag;.'.:.i.o.. soi it. >u I gm . H:. o pq r . u yi 0 -itto ritira ro jWE$' Sri 9 F _x. .5, w. e n.;e 4$ Q jus low, l DESCRIPTION ese cas fj zit i ak : P'-' y--4 -* ', 1-y MV o ^5 Wa Pa' <i C 4. 3 4 i4
- se f" f 2 4 * *' M *h '*"h A''
v 3.: - 1 - g g1 4 = A O [ Vg -Q fg U'$
- M EM'M 47'Od-
~d u 2nE i El.'1'14 t t Yg* WOVEMENTS. ' y .l a - N 1. r J E s -L x e. t n .o<,4 i wa v .., a,., & &"*N 4 g-g/- n 1 ,..e.. ~ I W) \\ f N0nu OPER. DISPL.. Approve 4 373 P.s r. ~~ d 8 d x ', "d ' q y. $ {g g g Dates & _-2.h:2$ QUAM SHIR e s y '; -- 1 "V 3Z -.oo* E 'fGT ElftR$'* $ND OPERATIONS SEE SKETCH NO. (SHEET OF '.ShZ)!$ 'D 4 vtz ) trTNt.'1' DESIGN /A ,p \\ "ve"Yr Y f o?d. }-,.E REF. '.)RAWING N8)MBERS i i 7 9 Dv [s(se @cnt pipg e rs.ne.rt. 9Ev% ELECTsIE -' p, J; EMERGENCY' 11393 a/or cd4NGED -g .i
- Bf, CMC
( s T E E L ".A - o< o r. e Ev it.HV.A.C < t f a f= FAULTED -n gTO4802. l rom #sGE J l y# g ~a -~- d"'b ("* I d.ft l OESCR/PT/0N CUSTOMER 1,y).j ut:1 tiles service, Ino. { ,p tocA rsost R { gE]Cj nsi,s ses cc,.sr. ORDER OR C()$i 710. CP. col.6 8cHL sso, cr.t. 58.oos awl l, a ad. A tocation et au 83 p pfgIfomr JOB NAME C.smche Feet 1 & 2 M N.M. ag)M 32,K te v'o o THIRD PARTY INSPECTION 5 _] j b b be [' ) % m'es wousg id inHS st 7.[1C![j [aO.- - ' t gfEtri. a < s m e i. C00E CLAgg : A-M m 3 DHlET 6F t ftEW_ SL 'Q%Q FM [f 7'f? M'f".U'"t. imi. + sias.. s & <_- t m
F-ch[bATIMjMQ $ 5$ hh hh 4iq ggy m gggy_ ~ " ' ' ,4-.,-- -. -,r:.r. e.e. 3 - -- -- 9g i BLUE *LINE-H-+-80
- VENDOR CERDFED I
'k" $ -. W M ! d! b! PART CAU:0E DESCRIMlOH MATERIM. N' 1 l(
- r. d AS-BUILT -
e = 9 TE o z 4 ykX.ikib SA 36 17 X I._- A ING REV. NOL / _ j j J m 5e-m mv mo 4 'I T)l# b ~ '. M i P.%-/. era ^^Mof R. ' "-c-* %* ' - -J = a \\ . du R:\\d,%:rk Gr G '""t au.assau w
- m. wt-A
~. m__ _. 4.x mi mgc on-un aw rwar -.s4 xs e v 3 y. g.szu. 'J.6 b ) V+. / MM WWEW WN ^*MW M t]g y,g,. (,,
- e.
5; gg. ;-- g_ *s t,vj.' ~' %% hl[ Kv- @Lu.a.u - --e 7 u. [.1 ( r., _41.320 t' g T. 6, ainus. , t.' g "j i' .wr'- n' /;.ac.,,A. h. SE N Am--"
- "N" Aum N=
"c 1 4 4 e, Gw** a. r. _e . r-1 annantJ: AllD TAC g 3 l G MARE il CT-1-013-009-$225 i ~ g r ce ] e s O E,.attoaa;> P&c WE)q r. 4 4 Aun ha atass a su N 6. 3[. Aa.s.te. L_=.ua .,,,,.. - m...a ;.. n O n - above rat' a c;;su.a ss .u.a... l Q 5 me coat.wis rut ime.ut:re. r. MOFED I" E. A*nT' Ka "88"1 4 * ' e,. l /c/c.s-oo.m. sose.-1.- l 4 r.
- g v_
,/g., 3 f gyg ,- or gT e g wa }*C F u t D t>RntL (4)-,.gg,*gy-s-sG-ooe.Rs _D geg g 8%e" $ Hotl*.a f p, f _S;;st -#'3Fi/3, .-- -4 if Deto Pola, 2.% ha...n.- %p in{' rspe ases*ta*hMES Cl?1-M A w a .f T M 6 Ineen. slag. Sh' j 1 ',P Approved mysl Js,. a L s nm l
- s., - _ >. a. as 1
m M.2,-: c,*s4 FM mal {RlM.S AND Ol'ERATs0sss sEE saETCH NO. SHEET ~ Or PN "*' .) 2 CoNo Tieses r. r, re u. u, ass ,.'8&$.e*m,R *'P A ' g.--.erown a noon,Inc. -/o. su em 5 n -" ~i .s-. oEssen A. nEr. onAwiesa NumeEn T, * -Y i329 W L._ .A-A N g ** i _.,,,) pipe /n m.o,. r.s.s ELECT a=7.In EtaERGENCY -f alH ~ I' 'WFTl0N <( ) , ], e ) STEEt. St-ows 'h /<o MV.A C,ssu-msa to/'d FA42.TED d .g'I' i Hvicts 8em N NORed OPER DISIC l --~~%- e l [ "Fl"!#" ]_Of808##I/OM onoEn on couT.=0. cr..u. as:n 5:egar.Ill tells )X -t
- 88 ##
CUST0uta v....i.. m,i,. s. i .i.e-
- m. w.
in m me==. y e R d Kta semte,ssassh[ci.r' .308 NAnAE Coseche Feek 3 & 2 n-e n, n :,,. wr. n g'8d 8, y sc4 MN -M .n 4 8 4 ss.; THIRO PARTY INSPECTION T [ h $ h h . }. [g*h'M isARK NO. /-T-s g sh co n. ::. t r. u. .n. CODE CLASS: b' *E
- i-
'. ') ( j_g,.,j se an2ce u ai,e v L. W 5 GM. tar 71. 4 g g nal $1(ETCH 800 as af ) ME1 / OF / REE s 11
l'O MAT ERI ALS & OPERATIONS QUAN SHIR BLUE L/NA-9 SEPT ei VENDOR CERTIFIED SgnMIC MECHANICAL SHOCK StfPrPESSOR DRAWING REV.NO 0 CONSLSTIticsolN ONt ~~~ AS-B g } oy s o. o,,c3.,5-r y --- ~ ~ - -l / 6%etp-CaWir-S 4W4G A-4) 4-C R-65-ev-S A-4-- x y ~ ~ ^ ' "" L.mse-4 W-14e '1 *. o* l' te*/i
- f da.
. ', ) P1e;m / 2 1 /2"x5 1/2" Hilti Fwik Concrete Anchors 8 il'l 'c- - '. '. ~l-Gl i. '_4 %, I ', ] ' "^;".". I * , i,, c. a. _ c1 , n ur u m a [8 % dg i 'f ~ ~ ~ $--' 8 ul e. ._,L. ~G_ r T-i,,, d 5 _REackEt5 E 'IJ'- ? ;i a l s '=-:;_ ~r: 4 4 c1x4.1 (SA-36) 2 '. 5
- Lonit TtJ-18#
9 m s i. ,.g. I l. ---+h " r !, L S "~='.-~ " ! _ ;. 4 -g-5 y i" ". - .t >/ r-we n. u m.
- -: : : q-
= " n %.rd Lc:: -C. ' 5 ?/' -7 o p g \\
- T Et14 W-Co hMSerR v
k - M.p g. N 1 q
- {3 g',,,g P
d xRf5.ot, t' Cat' tWCKCT A t tADM st,) 4 x ,.9q, SEISMIC ASSEMBLY SKETCit A'D FNCINFFRING 1 N [ 4 g, 7 gy;h,* l' BUNDt.E AND TAG 1 li-CT-bot) loi3t 1 - l 40 \\ ~ ~ MARK # CT-t-013-001-522K East 4 - T Vo'c.c. R. FU R C G" V 'A. A' (C.4 %%l-545f44 W I x y , M P 54 ,y 10
- Mt' G. It f-E R MT8f>Ef(CA 2L/GA 51G WB.t.h.
t y v ll FT tt.o Il fMUr f% l'-IV# ( '>4 9M I g gy AC. 6.sy,; ,N (, IQ L'AJV-o r : lhW R. (c A-3M 4 -g~~- ! AHa07m' N Apply one coet of Cert >o Zine #11 to F p j '*.L above ent*1 evaarit th'de chleh em11 Q g }-.- j - ] m r ::w n = - u-,.a..,.....;.. y,%,,4 r.w a gr/z) ur.. r 2 oona. s s + I CPSES i+ w=w it w e ma m 2 A. / ^ f, R '85% _.' 7 8.., L e p,.g 35 1103,' A 'e , ly,; s.s . a. m_n..s Ay ka-@{ corm.p oEscwenox s.a.o,a sa., m mew + ~ m .3 c> 81 O L, ENGINEERING.USE ONLYU \\'j31SiM E " ' ~ " " ~ ' " ' f { { MOVEHENTS ~ ~ QUA!! SHIR a
- T O.e:S c /).
FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET OF j X Brown & Root,Inc. CONDITIONS Fa r Fy F5 Mu My n NORM OPER DISPL. y gQ DESIGN t de-rc ox
- e. o 4
,,,o EE BEHL, 4[ psf }hl2.L c,. oy -.e7 E . ref REF. DRAWING NUMBERS "n'$7,
- J trH
~ ~~
- M M
._Di .oso y wI PIPE : *a'-a, m a ELECTttvouco are EMERGENCY -r-t713 7 Aag mot siguente - STEEL: si-ot.oo PN n HV.A.C.:u a.so erk FAULTED [- ria ecA Met C A& M 8W fu daf DESCB/PF/ON CUSTOFRR Tues pitts see servi.,, = cr.cosa ORDf.0 6R CONT.NO. I-r* D s l Q g 'C g rj e f.b Wh JOB f4AME C***** F"k 1 & 2 g pfp[. g.. CFl.<T.&We.f._.. V (*C AH ON PL A N _ 8 $ k me d vsa i $--k[F h """""'**V 8 ~""" ' 1p, d +'5pg'(HO.-- '+ a f CT+c4 3 ocri-snw 32P.*% sor " o-i. sg#d THIRD PARTY INSPECTION g1 g 'Fipe Blat't. in@ CL,L]8W,N.o ;g ^ cati'P4 tat 3stenor S lpNiiTC:t NO. ~ CODE CL ASS : AWF Ef* 2 f-g y.i fg 4 g- .wi._._ _-_.;nide. s tb -. Ap i n=w mmw.e up:n1 p2T --m..u c arm e i OF 2 cb ^" ~J- .S w .es* . _ -.uA O'"'fpYi uL AU
A 1 .] a e bs d h. f a_,b ' 'R' uri ~ Plutuut n.a u ,,ne.
- h...
i ...~v ,n ~.~ ~ s. ~ n. m o. ~ VENDOR CEMtrii0
- 4
_y z A i ::r - c _.2.m-u r - u.nm -...a _2 ac= 5 u = r *tL o^tt/A/f3 d i _ tm. - a i-r >.1 > i .+'ig_b+a _.M s rn.-u.o u s i n. r-i -i-
- n..a r.,1.,
i- - g _ : _R,.4 ~ -- T ~ " ' -"= sv4_ %..i. - Q( S-BUILT e ..._ew, g r },,,4 _ e
- o
.-,, m m re ' *. e... F. /6$ W g a sus te.v PA W K C r Av' g} ca5W Ma/ iF ~ -^1 3 'A 8'" " # * * *' d 4 "'" ' 'W M i ED(4):rAis 0;; .m W o' ,,s. '.E f , u - c.m.-,, u,,,,, m... s.,,,, ;
- m. m.rins.m r w a gq 8
to eiG*-O" '[@jg G G q t")U A.j'~~-'- )f, cAreo ri g eli SEE- ,v-ci. e.oi?.. sot a.2 g DEfan A d Egm s.4,.,
===-*-=.strtri,rfist seat w' 3
== <~or d,Mh b- / 642R l f I e ------ 8thu a ' ir A c.rd g e i y w / (j 8 ur alLINVJamis no ,ia;t S L 2'/a. 5FRififD b!_l'!(_DLyi, Q_f.r3tutggtr Ina ..,,,,.f s s \\ge
- hs-. 5/J I
r. tur inevratrn sniner-t .s. i e las I cs I / / ~~~ '
- - ~
- *{ '
3 I
- N p
~T 4 \\.-) g- ..~. J ' ~ ~ = - A -)::
- 4.,
--W h,m., %,, _ j ,. y ~~~~~
- 7..
D[ { .RChod 64 *=.. ' i.!
- M c' ' a#
g g . (.d1
- ~ ~ ~ ' -
rr 3 y ha - chour - r-II : N .., ' '.w.; _,_ )l r. Q3em s.ct o y y.; r.: 3.# '"gpp si. eso'- a; n __ g s -f a o- [ g:-- c.i + g-Ib fHg%%{ n ~ g*e 6gggggggig,a. g7, g;;, 2 f MA _fffMff!M t,'/z * ). . yo.kat e gt'/a'at s* c s,,, a ,._. Et Es !"" ~' ,,,gA jj y h847% re4sto tains A
- 4g'.,
4'altratttr.cicrsroi vs. g Qon.u m syi stoscs J ~}*---f,.,_' ( p ( q sterc i ..i '4a a 1, g g M v'c A*.n'0
- * *; c W T_
-:e % egg E(3 s,E 4, to 'p'r t t *
- r
E8' AM Nf3 gfgg/pgA/
_ CUSTOMER
- u a_r m, o.... - --
1 ) [ j *.T [p.2A. s.,.., v.. n.6 y T - - -[.\\ N s h; ) /SSyfp/Op(MSrj[j - ORDER 0;tCot.T NO 2 I.P D. Mo'. CT- (gg,,p fi e,f,h JOD HAME ~ *^' ~ '
- L - - w J ', g,,,,,,
,t (s,miT10d.:.J.t.LG".1.E.*._i'a3_)j g ,, g w=s~- " -T* g-t'y CEvosco Pein crtc nse Ana rr rev i P3H6.Ro ET'l-On -con-M'lL, W ' '4' TillitD PARTY 17 S*ECTION NU 'bbl _.3 gt 14mte 4 meum.ns-mmT, SKETCH '40. vip'c e M i.. M M f& _ t WE'I 8 _"n.IW ) D A nw-wi-u ew *r -rrt in A4 f.HEET / OF i gy n;, _ h.Insul. _"M._. Bldg...$dL - F y ha, s e. e. ',r e, we,. we.e CODE CLASS 3 l' 9- ' - "^ )" - - C I J.Ich k 48+ W M # /I'T A W. 3 % 1 I r..
.~ %...,,., s y sg. y AS-EUlLT ,, J,,. g'.,,,E2,:,,,, a'; ;,',', MATERIAL DESCRIPTION b @ j N $ ...h. m. g. ..,,,,u,,,, s o s. o,.,,c., s1,,,,. ..-i,-,.. sec.co.m,o,,,,,,_ c, m, k 1 8 0 FIELO DRILL SPC-O t4-oAO Pt Pt* Ct. A M P (1)%"4 HOLES g ,..yn g,t.. prg 3rc r E-r(s A-36 /SA 515 6 6 65) X i N(HF, __ f s 3 T.s.w n 4 x+~x 4 - e vr tn. <A. son.c sa.a > x x 't_.ff.,V n i so e C5 t 1* THe'. PER SECT C-C i SA-%on %Ss 5GRM X X QOg L ? Lhi'uRVL'* HILT 8 MWrK CemenfTF AnconP9 x g[jyTg) it 4 i x e r** sopr'R Hn T e couenrve Ancems VENDOR CERTiflED
- DRAW 1 G REY. NO. 4
== p BY ' DATE I J' ..}.. 4-j.. y h o o g-j '} . ft f. BFHY ottf rmt M 0800 7ttec ett in sifwr uste nrrPt TH9Fam wea 1 S!'att t i. 3a gy q 4+ ut ut.a8 str inFtirn yntis a pini pesvrNYtfivt g 4 3 10 B N' liVFi): 4"tMM .Y OE E CRIP T ION fue c am. I canoe Ova- //, h .i'5 ft Ps** A N "**8T'"c *'" d W m
- 8 Cen 4
G'-CC-2,-s t-8 52-3 7 ' ) ^ E L.8 39'- O' // h'3 Vf*hYPPr* Tl4WY4 2W(
- f*/'; VM 5 'al ; 'f *'I
.'4 2EV'D Vnlone C.EE*T vpyi MR 6/ Aht-i ALL PLATE DiMENSlONS 'II8E U.M.O. .t
- "" ''*"I 6-A
} JECTION C C SEE BhnL W' $8 T E R j O Anornea: E L E Y. Vi i i-i23 .Orsten SPEC: JAS*46 A son Rf>E. LOCATM F s r 6 -[ 41 J ^ My X - too, m i 11 L_ '{ " ", '". - 11 1 m;; P M. w..,c. t o.t tm, uvr. ENGhMEEqR) L -A. ..O.S S -i -$.os - V,O I h .o 7.qF.","l, El =- != fEi } T ct.a w-o- [ - too, m w =,, m. -J9
- .;t ::n x,7 s.g n.,.
Lq. m; 't.1'1, l ... ' ELEVdOEYLLK6d'B- ' "d "S.7.mg LOCATlq PLAN
== ' on HEV ar cH AlelC AL REV fif CT RIC AL HEV REV DE S CR IP T ION DATE own tusE O arrva ~ ' ~ ~~ ll, gr. T tRiu. l ,1 g e-t-A s-o s e o n e -n io 2 e e n-o s aa e o tre er m nu tru;. iv.c l '.S #. w.R ' :J -' .s vGs., FAB. ss0. HEv STRUCTURAI. AEV H V. A.C. REV f\\ M
- y- - -- *
- a:**1'1***
,n l age s.oAD LISTO l ct-e.- A8 03 O s-o7e6 3 Ms o755 (, wa I!EE Nt ihnern s_Pr i.*AS EutLT * 'v ~ s ~ I 6 @ Brown B Root, Inh CLIENT T 'l 5 T-MPORT h cc 2 -on re 4 - A53R PLANT C O NIA A'Ct 8 E A K AUTHORIZED NUCL INSP. YEsh00 . _ _ _ i -. 'aa .f 08 3a SHEET ' 0F. 1.REV 4 .'".?.C asur conc ctass 3 - u n a a n w
1l ~Ty e e ~ i v s A . u 3 M p ~ 1 p 1 a . j l k < .~ _4L f(- sE ~ 3 (Y j 4 M e m[q o 1 r .^t ~ s s N
- v=
a aC'n 's i X .o s A \\ 7 v. P s =- m c ~ E r ro s. R m ) l f m ~ m (0 \\J / u " o / I Oi A c 0 ] h. s R *o* t 1t
- -M n
., ~ A F. A N m 2 y i n Q I T L cn O M.M -s n s ~ C 1 {
- t Ho gS r T s
I t I A c R u n mf,, T sC P A ~ i= = a d F T iL ,~ M R u = - e c L o n . O t e f m M S. j.J. ni n A-I a E n.
- s 4,E R
v '4,Wy.)'.8 'r. a l y '- - n l'- t C r w AT 1 "1 u ~. t-
- .r- :
u o o T T. S E 2 s E TP 5 f-T W - o c. esI R c L 3 1 M t 7 1 T i-2,T - K, o: M l e A l fl a r E W t A D D u J r m. A s E f-(T 5O r i P / H 4, m' 7 f * <,L %.,f CL c. a c nN m t o' r S a i 2 .d-rI i f. f C c o W YCs s c s c I e v i c - np E t o S r o a 1-e gi .W5 L PNW*4 Il v r l s a E1 4 V A b e D 1 E e t u' a g 1,. I l s l I l r R Ti t c Ls"3 s i 1 L r u 5LIi i n. d 7 A - t,' E r '3 n 4 C n s CH 8 - t .t-- A T t e s 9 l n n w, y f, u s. 5 e )' 9v o A Y
- 0 3
g m T 8 v - c . 9 s l s i o s m. C K z Yt M H (- u s c s A T't E r e s y 4 s E "9 V k u o I g v. W V P EkWo g t '4V /* m r S 4 4 e e r 0 '$1 s t R i 7 c
- l 1s w
~ ~ W-
- t. E m 7 9
E s H S.2 A . 2 f n 3-- k ~
- _ E9e5 U. N 5
r V w C 6 s g a a 4 M 5 0I N n m 0-. A 8 T 2 n 1"u ~ 'K t. C v j/ m _~c, 1 4TL T1 w ~.3 L 3 O 2 e "7 a
- A C
t, 6
- c. s O
i a r T TN b p I )f / 7 v. o NN c E EAB L 0 w t o ILL O f' E s u CPJ I l -N . T E ii /a r C w "J D V w "s E E Es 4 r I I E R u ( I 0 6. l-i- s FI S n o s T o, 'L .T g f r c z )p l 1 J A l s l l t t n s E V Fl f.y s. CE D n, j ie C. L n ~ I a a Yo J R c j T[ lJ ( R e o r z t /, a Oi a o e o s OG Yla D N 9, A t ' c Q o o, R s u o I N WV E n s WO Vgy L M s 8" s i i E A ai s L V z pg jVsf c 'y,' d y E 'L e ,?, s 2L c v w n" LL gA e 1 w *- dVj' 4 a n U s eI o r 4 l D 5 i 4 .3 z O2 . s B Y t ,L D 'c. IS - o o l JY y Et 3 e 8 L i 1 n !@n .l t!. s 3 T G s 8 s l t 62 \\ A lI.L l ', ll Il l'l l g o .o .u.2 f )4 -N-- /s)4g 8D en 9 z e l ( a .0 T r 1 R .i s 8M's .t S w "9 e c L E 7 JC cD oA n e
- t. es[s
/ "5,o.xE=E oJ 8 t c T ns t do. w %n.-.W,,. ll I. l, l l .jl l . ~~~ O V. ao I O ) < x E .-[ g @E ..s L i l* t',, ), rl o o 7-P", cl i' s 4Jl 8 . g@h p-n o S
- o. 5 l*('
t r t v3 7 n i 'T oe-a '. [' l 5 e Y. b n e, lY , ~ c v l s d H I i e j; s + I l n " f .S g S n aA f' A O l g j,. u L I s L f C e p ",~K-V f .r W E E T i' n A D ,b fMC e p " O L' c. -~, f r i u Y-I (% ym S m E U e, se ( B h' e s A A ne Il iS 2 )p 3 ' )$. f sa,* A w 5 ,o y A 2, /[ y W e g'I 7( W i i.f ,.w
lg-)*$g. 4 osiv i am - sume x a x
- 4 4
s ? k I.c 3 /, e en X i p q s g a i y qs ); a ? NF_--- su x 6 d C D b N d'.' ** 6 M"' -r r I t'i ' Z ~~~ ....I a !T I, ?' O -v [ .Q' 7-E
- w
<>,( O lt .t 9 o c a s.. ~ I J r C.= ; g c s
- u c
- y d z v
m a 9[ ? 4 %u E Elit % I . o a.
- I i
i d : d
- c t u m$J--
E a a_ w w# = 3 a 1 c.9 g g 3 = t m d N s
- LJ.J D i
5 3 ** I .s k, l %3 h.f %g e t 5 = g w 1 s sG w wJ + g 5 p2., %"k 1 = i h 2f3 ~ 6 m-A J i k ! h h h4 $ C h.3 Y_N I h CM ? : --JE 3 d[$i t j i $ s' i d i a e LL I
- t.
IJ 7 j 3 Y x E e-e. T U hh i t d h p.- ,r es=!-4 an l'") J < 3" 4' =. 'c v- & I u'"'m-*p " I 4 =.'""",, ,' W (
- o. A..
- g2 4 (, *%,,, " .e y p ..x i e r 4 f-u, c*,- 4, i 'I E ~ f, e' n o = s j w a g c g g = v
- f..[Y.. -
k [,h[8[a E4 k h I 9 h h 4 30 . M a u. 4 n. e .p z s ^ ' [ f *J E C 'O - }'l - f f ] .%t-5 j " f e c s.g.. s g t P-t al&lhi4 l lll V33 d K 2 .m i! s 4 o 7,h :e. O .d 52*
- e-T 2
d ,y > z g = ,la oN> c z r/i - 5._..a - es 'd
- df%
- . ~.d.
d 3 :g g @ 3d Ei. si's .3 5-s c ',0 k.:, I ., b s E W:.a Ei 3.gg* y g + e .9 c 4r .ml ._""W .v .g .e'._. _. ..i.. ic .h E ! .k
- {.
4 !!!! *r ! ! + Ee i is '4 4 h / ) i i 4 ga! ~' r F1 <- l ,4 4 at > g (0 ,-..,i, R f g / 1', N I c ,-- { m n< w f 9,\\ Ti .e 4 .g u, o e c o O OM N 4* 4 4 .--====-==a j e C g 5% a w%1 4 ~ / m =s/. 6 s,s q / d h in ',a 't l 4 .% ' ".4.5 / M'- 0 ? S b i;$ EE g o ) 3. V t e 4s 1c / q /pst 0 I i .w.C ' %E J D $,()' o }& EI i 3
- 3
$fh\\ { j O !!=8 'g f 5 5e W< i 6 i
- y l
o >gs = v o 3 $.sv 7 g " h-s g y <J-3 d d h R y, A go 4 i a a w <;g N w% i: 'g p 4= 0 A m 0 d' W ri 52 v l\\ .-g t .,,,i., .c.ns-ru s-::eI * - a y Es fi p' u8 ) { a t w L E d d t-qsa ! I."., D' tg y En d sa g an 8 m .,. =t.i. e. a h e. 3 o i l l
o.;.... _i l l 9 .n 1 l t p===e -i 3 l il l F_> _ ya MATERIAL DESCRIPTION l _~ e e sic rur. cs a pen wr A A' X X l css r u sa sus w a i x 1 4
- 37., a.e om rw,r Amuoe sotts AS-BUIL'l
[: 6. I ses-fo ED MAY STP1/T -J ce 2 Lib SI A J X Y
- I** **'$ M J
' IIT M w P qL e SPc -Io-oGo PrPL CLA ntP l n... % _ \\ F X ~ Y I ~ ? * *E EkiG i ? 1 ~ lB o. C.LL.848*4* A. a e I v...**,- ') U a &- I.. f N" * *. 'Y I cal'."rsent er,, f = I -..s -,,.c c IfdT5 u au a,f..c. ( 7 mm s S$5232 x, y X..non f y 2 fg,; m .nmnie,. - r w.v--- % - c.,m.mu.m.... mr i % v.-n ~ .~ ~ ~ )
- OFFICE NW$
a g.g,g,c. ( VENDOR CERTiflED % () g I l .g onAWING REV. In rd at fW DATEll-4 6L asus coor Ee:Tiose 1974 9A BA sELO vall acognoa, unlrre r/le 9 Hot cs(4) s -' O ,,,,,,,,,,, u s. e, " ScATE It 0 W i( = 4 '# '~ - f, ' ~ ggg c Et. ass = S* - Pk ecc-e.n ssa s f )
- cy
- =. ss.t aa t1 W .L ( 1 c nn,* T o f j r t )'t-Ag.tyT{.3,g'q 'f y gj-i ' Yous: H } i J, g
- s toai,.s. 4.*
so, 5 9 4 c. W [f l i ...m iai. i l i ELEV. LKG. south i i g are not requis.d e., oca nor "*=" SECT. *A A' LOCAN N PLAN { yo f eno; a, s - nava rs suppoat taans tenen A\\ peer sintes seo. med usemasoc 4L new. nacra. cat na v afv DESCRIPT oli unit sens F.sasse. ^ T. - M2'- 32 31-3(., A Mi07os r, ca.oyso.o# 7 o sagtigt N co4#cisiegA:7fo4p in,,,, yg gje,sy 'g una trwt utin 4 ^-R^+"" esos. 1behD iso. is v. stauctunat e v. es v a.c. ar v. f Ff VD. A5 Affp REF CAlcll'Elr? %M J' M2 Ac
- nay, i cc-2. AB Ost.
I S-0135 t Mi-0158 4 OcA 7 soy '(gg slT * *TEdiE1' M h {, 1 w Brown 8 Root. Inc. CLIENT T.1Ls.f-CC 2-Oll *F05 A43R A @*' s-= I-S RT E M-PLANT COWANCHE FEAK 1 auinonuco uua..in5 vesEwoD SHEET I OF I R EV. I "a . son NO. 2325
- ").C asse coos etass
.. ~. s ~~ ~,,- f Q G f }. & k Q:,,,. - >, -l 7 -$te+ l-w g;.m a mA.. . w. - uw y,1. dn
3 2., w,e i,x i,ii., 4 h =- l l l '.:. p ssc i l e u w.,, S c:! s.. w s g 4 i x l... g a w n x i y )
- c
- f l E
- i f.-
c c i 2 4 = N s< -m g 3 y 1 - : v ,e
- '? ? ?
hpR . s 1 . x. "
- g 6
m E ry g s, g 5 at r l =. g ,p v W-. .c N g g g-} l ;--ly .%. )_. ~ =
- 4 g 5 3 g
-uf. 5.. I = m a %'/ ! g v e = I o s= 5 = x c .. _.:1 = 1 a 88I sl aN,g _=5 : 5 g g $.f < 'E n.=h d 5e ! n n: h I l Ei
- N b
.r. . k. j i c- .+ 4,. l b- =. c.2 r c e ,9f < = s 'o: A i 40.- f a j g 'g
- 4-1-
= e n y g, c3.+ p s y a t g
- - e M;.
r.=p/.: J. m~.- i. s N*-- 2 t-mp u r. n. c y _a :- . i. ! g p ta
- =
- &.,w=e. .w e8 q:e 1 y. m w AR E. 54 e =: a<:: = - u.-- ..s s.- v.e > ~ " ' b g edu l I.^ c5e. ~ s w t gq :s ~ a g
'
og % 2-3.,7b' o 8 )E S ha,- r, M.. gu w e r a @I W E
== 2C2 '5 8 d,'.3 0' ! gp-pl l
- 5 i.e '
mo 5 iijiu : e '! * -l i 2 =$- ;s,h e '? ]s$EE A @ a::i;f g N e 0
- Ei@g ii I e l.e o
- =
2 u o S g a ro i n
- n; og
' iW " l 1 u si m i eg se r < 33 4 m j op u. xp'q:-ig , n e, me m n: ! % !!, m i
- fi py2 p m 9 gg g p-j c,.
J5 5d l GNill I M S,Q3 I'
- 1 o
I ll-[ k e '{ o 4tS I g' b tl<g, 4,, a,, __ L. ^ $-gy= '.<k .m. g[' -Q,.. --' S---- j,, s ,8 (A. s s i r e, i G. 4 i 9 e,x. m z k w r gC d g. J - != i 2 : >g 02, ~ d,'l h'. Y E hf B "' . / 3 s nsa a 6: w 8 e 5 L a g .i _4 s ge, y ,W 'e " g *J a ,x y E,d e "E ag. ". M v d . 'g *et, '{ 4' u o e-e Ed ~. k 1@s g u a., y
- ~
4 U 3g ( 3 u tr6 9,g2 g cod i t f
- }b (c13tJASJ me 'i-g,
,,o4 5
- b s.x k.,h t s.
1 M'+ y ) I '*f i (E b g < s a,;1--<. -y ! T-a 4 -A u -V' 3 Eisj Sid!d g - _ --- m, U
- Ja; pl.E
/c s ",4-31 ,J " 1 . a *E H '.6 a / E ~- ~ h-s ,; b s g q n =2! r.#.. (k.9, 3; } 5,g p n i .o 4 2 n.- cn. w. pus cc 4e. d 'Y ~ 2 ....o ,,a t '~' i -l M.., e
12..... .a.,.. u.,. _. m a, .,. m..m m C&W- *=R],'~ ^ ~ ., [@ _ I NN. 0 !.N -- -- - " b;p -r ~ IGA UTCI.bl hhd 'Id.* " Q. ,,p. w. n m u 9 m y ii ' ' ^ ~ '. gh PART CALL-04T DESCR_lf3Tlog M ATERIAL. BLUE.LIN E. A=.aerrechcnF... NO. r u,a-,a - c-Asius
- g,_y,.,
4, __ y, un sw4y ergor r.7 9^ ( VENDOR CERIlflED g tacking devices for AYBUILT ', aa^= ac= f-- 2' G'0'Miri +%'55 : E m, cm 4 *f7-M N k. b DATE M 3 per DCA 7607 * ' BY (... 7, s-s -., r i sm -o/-o90 MT CI 4N ' - #A * ~
- f- ~ ',t 4
Yt ** M Miritt To f %* A * :'* * - K 3 c ++Y L*CC-ttl052*3 I= 1 s .,a-s W 8 I O-a ,y ] ="f i i ,, _ m.. m mc...,.s. SEISMIC ASSEMBl.Y SKETCll AND FNCYNFFRINC 1 g-l; ILUhDff AND TAG - 1 \\ MARK f CC-2J0ll-005-A73st i i } 232 A yly bar;0-Uno F A A 10 RDOf t F Of -a,a uusy6 6n as unaan anaA4 ...n.w .45n a 4us6 F -....i.ii.. AA1 16.d l......_ +-w m. m,-- gg-g n y p gg. __y .s.
- 7.. - - -- f r--,
. c,..sc r-a m.s m,, e,ne,-r,-wr,_r-a. i__ n g g gg l ( ),k j
- I" ersEtn bata M'"
\\ --= asm s' MM EEf $f-MI' i[ E mM = =.s*".wi.11 /I4Ws.*stagg l e,c' tw. e ~ONT ML* 1 us Tw _E P P 'RM I d.- WBUE53== Ne'n=e m~ t a W. 8 8..t.. Q. \\ ( up.9 m) n Q' aMt ()) ._r.a1. 4-w-onA J .j.., _.~ m rara l $ DESCRIPTION (* %
== n a, it any oars oarw Ie I P3 he [= y T h}yp 'b'"d P bc> A.enro IN r. cec vasesi y. uh j,-L( ) .ll.E5*'0' - 8M q g_4 I g .A. 58 G C2eA ra-cr* tre *er 4 asisnov-m w +T." 3. s..
u=~m n
b t4NSW# e -(l.6, f'T]% f "*T-e t / _su" 2 g, f QUAN SHIR e.s - _Sec winu M d u E 1 FOR MATERIALS AND OPERATIONS SEE SKETCH NO. (SHEET OF ygoh @ gfQr.g.h 'jMs, Brovt & Root, Inc. ,; :ONDITIONS Fs Fy F Ma My Wa q 1_ JESIGN l 1 REF. DRAWING NUMBERS ",",'e'y*
- '.*f Q,
I / PIPE 8 N3'N S' P'/O ELECT *"'t E b EMERGENCY
- l.'J_
.'?, C) - --tJ --h. j ,ST..E E L..I S ^N mL HV.A. Cut m-* *5 'n r3 FAULTED I wj BESC#/PTION ' CUSTOMER reise uttsstsee servsoe. Ino lstrioarr{oirm y caer g Ig esws; roc comT.- ORDER OR CONT.NO. cr-cots l I g*. g [6-s , g( ["hJtNEV(A ride 60 cc t-A6-oso sc. 8'8d ' 88 10887'0" P" JOB NAME ccumbe ramt & a a " Dete Point. T.W /Am+tu. Rp THIRD PARTY INSPECTION 'd* -.h __$ Ik ,TO.132ssos 1 r.o. Iso.tr -t-a -so ro -MARK FO. c c. a..o s t - oo.y-A 7 3 r_ 4c g g
- u. 4; g,gg n g(r, c.g 3g,gg,,it, KETCil NO.
I,t/.*08'd '" '^P F M % U g, e,0,,"m','^"""?'J siiEET / OF / HEV.s mi m. n. i'. ij-7
1 l ~~~ - e --=.w ..= C mu no u,c. AS-BUILT, d aa-ata " " " " " ^ ' ' " ' ' ' - W i h an I DT.K*40 alt.- / 4 BSA #1-5/2 CotK AelGONS ( C414C MVlti$ f0d
- } /,,
" 4 m -- r-Jr - k 1 - 175 r--- jassy yei xpre-- - W 58:tyt entis - -fm -.~n_ m - y _=?r=_r no w k kt $108 4(QuM S s sY 'Ttstpt * - i i pig sca ;ger _. y 4 i S T-06-m) A'C C14WP JA J4 D IM -W 4 \\ / 1 .c i one. 2 on a sw nr mir-6 - r a- * 'E st 1 & Vr 's 6 lY^* 'F iat.n
- c. 3 PE A f f KA '16 X
l\\ ,s G, t = u %-nt.-re n
- .nssws u nnse c (. e A'- e '
N M' S [ls bj'_i g yg, e em %,u w c,==u m m _ '_1 SEISMIC ASSEMBLY SKETCll AND ENGINEERING ~ BUNULE AND TAG PIAI K f CC-2-011-004-A73R ~ [5}s\\ Appl y Carhn.'I.i n,- fil in ahnwa h n e mat *) excd Dt th'da which ahall .e U be treated, with a rust 1l-preveratat ,ve + 1 I I CPSES t- _s._ 1 h 38'3385
- ' f.'u' mt
(,h t E.9-pt - 3 {b 4 CotGRot. VIT P M/*rn w _ fu H R1E5iI I nr. . _ '"" et-CMINr: ..a u--.-- U t,., $g. wsa gtt. Il c r m.__- ,- r e m...-,,.. A o ", d - '"*- UNLY _.... _.. E. r,1. _ _a_.. g. o co,., v i uns esi.6 arps ,g y, / gea II visig! E -] Pl. ML),v sa2v/ CONil'h I* d 3k* I' ~ di2 dt o*1'T-tO' url. DESCRAPTION Ah.e,.s j" 3 -an are onw enn b ~ isK C 9.Ao.a o RE4.'l -[ 'f } %p M,#*eI4D NT '%s-3 ( A$ es,$p gy x s .- 4 -f .p. CSC3fi-'A ,g
- %i sv6 1-
' $ UtW._W$N l \\g.h Y Y (QT$ %liss"%nML*"*~ ~' OUA" *H'R I 7ui. __YL_ riidg. _ A. ,g 4 4 1 FOR MATEntALs AND OPERATIONS SEE SKETCH NO. dh SHEET _ _0F ~ ~ 'SEE BRH'L & (5tk ----N=1.@)g - - - - - - = - =.. - 7 Brown 8 Root, Inc. CONDITIONS Fa Fy ' Fa \\Ma My Ma sI._,,.ilN N 'b 'M A---/ -- 7 DESIGN {- t o 9 REF. DRAWING NUMBERS T,*g'y * - - - ' o w.o i yM I SECTicWA{ pipe : a.om.o.e ELECT:nm t..s EMERGENCY ---i Tels I l() ~ s STEEL.s-cu 3 e.2. HV.A.C. sa eus-e % FAUL1ED , m gig 10.- f ~ N wl OESCB/PTRW CUSTOMER Texas ute stenes sentoe ano. merause cm m M cowsr ~ ORDER OR CONT.NO.D** N g g ygg essus post 4,q J gy'y,,.y y VENDOR CERTIFIED N JO8 NAME C " '*'"* '"** * *
- tocanon etam
,h p g vg g [& t# ^v # SKETCH NO. d DRAWING REV. NO._f, MARKNO. cc os s - ocM - A'158-atJ...CD _. mit.z/nts? 1 CODE CLASS: ASME3E
- 5 El
. SHEET p OF f -. REV. 4 BE p 'r* T*
- ..- e
...........4 j*- ),y g 'j s,$g - - - + .,. c p' * *I*7 i, p,e!l'a(m. .r ; le :. e [. p j N.'., -.,- s', is > if n. D. a i = i t P .. f V; ir* s
I h i. a f ;*l T y M ~ .:f F c
- o O_
y i M d s i A' 2* n T a E H g x g ( E M H 3 - X m o S_ 8 = q 3 7 i ~ i4 o a P F - d ". " V ss t a 0* o T / I u ~ - t 1 4 p W 2 3 6 S y e _N b n F s T I )l
- a. N c.
_r' A mN # A l 1 3 W T O C y N b u ( _I E 7 o O C o - / s R E . N N F '4f E R M O F ~# M O A N H 5 4 di _ N C N 4 C T E ? A H f S rkY O R N C W g M T C I
- L j
l T O / N D R A N S D S f E E gA b E 1 N Y E E U R O A K I / p4 R M T G G T COJ M S, " w. T I I Yr 7 F N S A C t L ,r- ^. ~l-w D R F U M N S 4 N p u E ". E O E M F o A 9 I F
- r. E C
D " gw i E N N s N Cq S s T t E I m ^ t O g O / PT m 4 v. '4 D e a I S v i g M E N v n gs T O ) o, T i mN o N ~ e. e T T A o n P p A i s S R b a / v Q e L" A c_ l 3 a I U8 W R f
- e. T
^ ~-Y f n C n R C 7 A 'E C. ~ o e A F= E {d X T A S S. -M-W T t t s R c S P n a h 3 'w P s t n R r N c m K 3 t e u D E I E 7 D A S 0 i F r O P T C.
- c t
O B C u 3, 0 fe [ Y c a D M EA. S s t y A ". m. f r E N R N EH D d' u o L l e N D o U L V. E O: - 0 q RCl n n n H AO s f i4 s u. u V IlI A j'. 1 d i n 2 L g'tP ET a *" G [' m^r - 0 t s a l .d 1, j A g S v C S o p v r g n N i AiC m e a a p i O M4 s C a x 6 a A w *- W e h bk-S n-I r N i 'L T 2,^- l p A C r c e 6 a L 5 i A W G m IMI K y a e R E.f i e 2 L. a Q IR r o t r ) 7 A u p R / / 3 = s c } E e O o u r* j l.*' Rw P (. SD d a IN R n r I 6 v u. m [- ) ( T 5 s Et A p 6 I p = = a A F. 0 = SB H
- m Mg-a c
y 4 = a = = F E I t/ y/> i r - wh R R n h Y s OM 5 m 8 8 + 8 p^_ 4, - gg' t e ' d 2l,, e 3' A V S L r s F - v e 7 EE e .8 A PE ~ [e gr IPT r 8-v 3 T.# - ) ag la c S I. G h 8 n. g;6 ' = i ,1 1N g. lh' I A,S, 3 T*:.#' o E-y a. n f f l .etW r i Ceg% 1 1 a 0 t I r s N r o C o N s Di~ *,- nf s R N W i D t 3c I ll f OC l CD I W.r T u e ug t s ^ g s oa ti,( .caO d E a 2 P .t s_ t f*- 'U F' ap 1 ( t Q.. '< /(* O S
- L
.ss t e I .f N ( I stN i g Y.it eA M s "s. g Y S s 4 '{ T S ag" R T A A ,h y'. 8 P LC s ) = Q( lf 0 4( f $4-.d E l D r HO J oL g TC 3 3 I 'h g C E / g-T
- ,g
/ 4 ?f xY S. .T Y N L W d & P e48 .lh '/ p ~a 5 6 A O I C 4
- 4-g
' y '/.\\' Ts f C Aas. 3 ,sw l l f 4fe s Es/gF% D f i O ,a o 4Ls / N 9Gi t ,Y f t I M T / i a 8 F w e: o ,W P r IT y e l 3 e R u. T \\ 9 dr yt /\\ M iu A t EvA xV 3 u?' ~ t J l gs CE D r, E s. M s e R i Mf t r 4 u t. Ro J c a E tr H:W89s O ^ l / ~, ,t ~/ 'c D O N wA GmL T g .'t S A E 4 C l F R Y' oh I "b(l' N 1y. /, e oS tg F ea Ig r I. q 1i i-s L U )C B 0 l l S A a l,ll Ij llll \\!I[ llll! ,(ll
a
- n O-
_g g } _$? k ..l.. ~- =.. 4 p h5 h* i I 5 i 2 i G i - M MiM MMOW644H
- - y. >j
~ /S zj_ e ,e 5 lsq @g 4 g 7.'3-V :{d 4 t : 6
- a. 3
- O a
3 a ( M ( g MR lQ. 4 8 Fi i ! 15 @3 gO , < 1.,1 i s 2 d s o. .~ ,- L,, L5. g s ~ ~ LA
- .{- -
T h h
==x .1 l lsm) 4f_ Q 4, " [- e s a m. m"
- ' - - = -
r-W a h e = ) 4 t3 dE-o u,a ,, i s we 3 1a - 3. j.1 s s .f D g ~! .s. :' c.;., . p ti a t @l ~, ", " _.,. r Ag o %w
- f3 4 ;.
s a w
- _:3: (
's / s g p s d' T." J U }( 4]g j ? 0; j ' s. %, g% ! ! a # C+' ? .? / ir 9 ,s }k k.h. i. 73 N ii ^ ~ %qq.; t. j r .l 3.,u ,, m, o., ). t i. hl J N \\ o c w. s Emaimm 3 xI*,2 w e . E ' N$F w . ' 3 5 E,E ~; 'O r w w J O + 3 1 : y.:yL :.:f, y u o + a n g p g i. x eg.; s gs s us .~ >4,,,w; n - c... u. z,ets . u a c 2g &pP . p 2 ,r g 3 y u ja = g g [ga: g 2 ~ gs - l- - 4{. -l ..-l. - Je
- ei mo,
,., e - .V = g 4 [g / 8 G ( W M u < U T'M... .!!-1 4 k e M iatele=btq:!s) i
- e g
.- 2 te&*1j!Hi=c t
- ? ! ! ! T+.'
- H l_. ".
+ 8s o -e.> g m. ,,,. o. a g. 4 a o - :: c. 2 ,zy h 5 j h3 h
- d
-/ y a: H e
- .53-
- 54 E .$ g ge ! u c cp ,u r:5
- ! k i
"I 1 8 P'* s 5 5 ~ v ~ I-. - M 0 + f,, j8 ,- E y ? E 5 . cn.,,;y O o l i W 5, h.
- 1 e
- y o -. = s i i i i_ ,$y* 9 6 8 u 5 '. G $.g }I l i . nq_ _ JJ - 1.o s o %.- 2 :: 1 z AF o._.1J 7"h
- M i
l I l -l-1 ;. +.< n.r 9 $2 : i e 5 j z u6 -- i ^' 1 d j* / h.. 2 I J.- .I g ?4t3j% ~ 6 ji L 2 ,y)[v.m;.- "p l gig,; g . s..v ( d..;;T w..v_H w o i ,.:_;_i j' - 52 w. F-R- I. 85 [,% '* ~l .m I T :.- O 5 j g Ca j / d. rE-l Vl gid 4, i! t& ~ S" A g q s i .k# ~
- Li MTEGE!
9 1 1*. '-"yt.c g i h, 3,. u , _ _ _J_. _. _ _ c---- hh 6 IB bs $5 s N l1. l. l -g el g f#m Hs, IMI* 5 3~ n! l-IfL d i Tsh q =%, w (w M t W.'g i l-2 { o = = re.e.u m a ww ag. s.-- w g -~ m% e 4-qm gSep a y"* ' p.e., a,ar f/e =7 moonqA. .,m. i &JuW 3.c,an ees g h I . Wee sees a O A k .s3.2m.<_meue e a m= t;7sm,,;5n; rap 8sive#JV li) n = h 4 1
r .-- A!' i M i 1 3 7i T
- 3 16tf86MM' l
S C s j . i f ., i g c 1$gg s 23 y f .k. N 5 ]T Y E h ^ N i I l g 33 W m o .U !yE I C 7.-->%a S ? i 4 . w. i h g a g .~. 3 6 4 k .% M,91,74,*. Es:o l I i _C " ) %,1 ni4; J-1l 1 ( a5' -3 a, ~. he2 y y s 6, . 3 o o 3 6.; M N "s o p(h F f3 %ii h a./' ?@'gog 4 g g w ;]c.ij h J N' " er ~ gU b - m i
- 41D, s%i C.O V
c 'I't y p g' i e a .n - !p!!! ei .~M 14
- 6. I,l.9) E l'!
!.P.) l G w i e i c= e g' n 3 .R El;
- ".i o
a x
- ' d,,.5d2I L
sT l b 1 'r4 v m g '.:p 6)[mp e c .p.. ) re r--- r; s t p %:) & nt ym _ _ _ _ __ u m m W 8, "[ !D i L.a E=M x w C 'P : s l ta '$ g
- d 6 :
cq =
== = n v, q 5y mv
- 6._
A- } $p-gr u = t j9 &4% H -e
- js a si w
om meee i i f s !5 ? E ! $ k ..-- _.,8" {.go . gyp. _ . S.-.k -. { g y, .g g g = m i U.. 3 2 y Ei g =. .7. 5 h 'Ahh M ]in = d = ' =. n = - p e.~ = 8,.. u {U.. $,$3 S I 3 k l io g """'4 8,
- 4 : '.'
~~" C h.m Y Ef Oi yTd gjg 55 5E! 3 N .d Q F3:
- t 4 g res *
- ./_
ri =b \\ 1 g
- f '-
g i5v3* f 1--- "-C I !! TEE i5 g $5 57@!$55 k OV t-}g } f 3 y g g m 4 :, f - i f u.1 iil; b R Fillg 3h ' 3 e 1; 3 N t.s.J D l!! dh f, g ), __J = D CD + l Q% I CD i l CD a:r 4} l } I I I ;<w,JEMEJJ~ ~ 1~i~ % i .wwf,WM ",7d[@M.)WTerf%AfMMMQR$\\0,9
- tynsoc m emf%
i ,g lhY MsNn 2df UNdl D k""h,_T. g 3 g, 'GMM 1"-1b nousty.saa nsoryuasmopergsr.,e_,
iW610TAMTi NDPY _ -. =. =.............. pOR m.e. im,5,, .i. * ,a ae n.,:u,, r. -r m ts. a, 1 p r3.' > 3.q'. f 3p. .mnr w< a...u m muer em s u.:. d ..3 s., Us- -n '~IE,E,!!6& bet. G)ad,l.I \\ "m' i' hi BulfUNE EXEMPl.... %- a'A MATERIAL DESCRIPTION i 3 l 0 i n } VENDUK CEhlis lEU i i SWAY SI A'UI SW5-20 FC CC e 5 '. Tk~ ~ DRAWtt8G liLV. tG \\~~ tv/ T/I SPC-Z _Eff[G AM t" i SS.) 18Whe I'AIE El9M h-j_ i I ~ THt' C4C80.V. T(it it'A TE (A %0 t 5ff Sf(Tion 'A 4 *) l $) ^- ~' ' f4 /* ni sil' ((r. SUPT t WlTI LWW Bot f l VA ds,s htATEEIAL 5 YPtIED WITti 4 ') 1 Om% A TuM CA SOOl'U(S)51.[t. 4 ~ e t~s 'It ' r 11 */e" t c,. f EL EV 7t'9' 9 Ve MCM CT.l131102 52SR f n ...Y__ $ (REEl s. ..t g ,4 l_* 10~ CT-I 131 $31 E.S / n'h OC S cit leTiope ears own case anywa s -A 4*a*Maf 0 FCNL CONET lif f Pts tso (rg g we p g g,jpqp 1 B'f, a 4 L r e.s i n.. e n't -~l 5 DaVT ML OW 1 l' 0 8)U T b,AII* p. v _ V4/WI
- CMBO TINL 3 II l
5 %", f kn* .$.g,f' f &.r N l 4-wn ~y - l FIELD CUT Tti sus h AB-l-32;-id& i . c, Yg [,-- - $ (,p (p - Asue coor somose f g 3, g gi3,,t 4 ELEV LKCs. NONil [gl nooneans ya gg .a W[7l5 W ? } n l 1 'c Q?!!f!Dll.g C 'ti^hi$ SUPPDTT I ^ \\, l \\ ecnacts sueroer ( Id l't.1C....J -fq l l m.,..-f"G h ll b ~~ ti c r t. r3 7. t a z s is e g ,. -m3 I y ;--l- > - mmp 4 b FlitD DDLL itW ( I 25 s. s e.a s.. ... e..a i _.__ l 1_ n.......>..... k in ,o riotis ( {c g L s.u,,- g_. ,Lg 7 UR?N/ L s a as..A 7../ ( at mQ . \\_. g SECTIONm*A k
- o. a
/ J..g_ . g t stet.T sitown RorATED l'oe. Cunvirr LocAssoN PLAN ~ \\ nn s .o i e,52 Hl. sea. ne w' uccisasacat nrv st screscaa. int v nav ca scnietsoa ears ease. Cassa. Appve. or .. a tcans th.a ses i [ar. (Ql-08-(b3 6 Xff~dl./(e (( TT' dMU S ' ' ' f f.. ffEA AT"hT'D.* fEf; CMC 1st ri vt M 75-# ~2T~ 3 manvi ta t a ' at usin amers a e e e incassi l 'ese.
- as. -1s o. ~-- lifv sinuctunat nay e.. v. a. c.
suv. .(.p, o fi fyA 7MyN(p,4yggy .f ,v .-s l c. is. Mf,NM h4I 'g,al TTTsF6M-T ITWNo D WK50 c. ,,, m i,,mir, vere wn aser s-4 ~ .~ ( "2*,t J Brown 8 Roote Inc. CLIENT T.U S.I. e PLANT COMANCllE PEAK - g.7.f j37 70/ $75C I 3 - N t,s - 4u p., w t.s.3 4 s.m o o <<J -L3 intIn r .50 8 No' 2325 SalEET I oF I flEV. 1 .M 'ad'cE*'cD's's' _Th.Y' t
f y*; h. *. '<%.*, '. 2, e,..,,h, > m,, .t .. 3g I yg g .,.e.,.6.**** 338 3 s c
- w * -
muss l I .e' ess n n% - ) C
- w c y 5
~ . 9 '8 9 5 \\ \\ p. e }- ta N> q. (' y %e.... t 3 >g z we n s za ~ \\
- ~
g A 3 a M.d f ~ .~. = p 3 .k an. r-Q g. E / ) f3 ,N e z .-'.a g .o gs, 9 s ( g y m3. g ,,3 g I V. g + sj sg sr* m' O N WN O \\ {i g u 4 / e:, sa g I 4 C l~s [rrfz.E W k k h' 3 $g 3 q gg y 9 g ~- ~ 9 a -r V 3 $ $5 .'- $ i ,fL ;d 31 Q o x,,5 4 9 aN b h = a& cu.l:2 a v g&. % Q 4 c.?p c a m .,,. ~... m s al 7, efy //:g !'g.. gG 3 G { I t. cr W b
- e...':1 tg y
3 nN m-3 l,
- j
. k. .. f, Tj fj. -/ ' h([. d P~*** b. h.
- 6. I
' f.*
- u
\\ !g .. Ora
- -,gs 4
w O .7., j.,, gj3 dg e *.,*, } Qs g q s.. 5 m N: f u 3 o N.g,.' !g g E -..,p jgg es. W W H i
- .h_,,9 g-
' t,.- vv g ;, ;%j i D Q g g .- e <_ E; i 3 gjc. -8 e t., e i o t w g]
- m 5,
D b. d 3 x,. z -, L 2 - 9,. I 'e
- t. s. >b se N IN
.y' h 7 Q. s'.: - s ) .l d2 n' ( i$ ~ " r h r:- Q k-b , dd' ' b est f 'u h *' f Q 2 Cr- ,l h hi a a c ., r ~' - ) q is 1'tig:.; M.b. . >. ~. ,. / 'w--,,rs , 4 -t ,~ Qy w [.- c.0 n a .c,m, a \\ .3 e, '# N W'Q 'ie \\' IS %g sti O d t;d P El gf e p %; i.j ? -/6 9-3 __( d . \\ . a. 3FjQ g j1 3 c, 1.n. . =. ~ 'm s ._j
- - 6
- C.
- bq y s ss . p::,! l 'Mi M' ',/ Y i y .g Sy.;dli e lo l,' i R s s N i g N 9 5 C f Mi 9_ e r.._ 7 Ijlifi j 5.EY l h ~ Ml1 i s o-2 a, l I j c !. r s ii a-pa-1 x 4, x m ti - 2: La ,m, r I N<d j [ ,,,,k((gfnf174%;p 9{ I 4 o l s: 11 s (o (. m~~.
- a. a ~o g
g \\ e; d o. l *w t ~ u cWS 2 j, ';]P g i. ! c,.r 8" - p E I is i Dr511g @tse ./ E iM n il d =D e:s s 'se !O b -1 \\,l_-n d co 8. L Ji i to ' 8 v s2 S.h
- x 3.
m.. s e
- 5 l I ! y If C < 15 i I
5 i I
y ~ W - ~ dg wE w K < xx F i t 9 i< y O y 4 e. g - s Y < s-M s V ~ yy= I E s p i a o yw T f j a E o EM T m P 5 a H W n, 4 ui 3 S 1 s i e 3 i. r 4 i F_ c R IR I t i o i H u 3 ~ m s-H S y S ~ M F o F N A g 1 7 O A 2
- ** 2 d
// /: e a2 U - ~ - a E a Q O O UQ i N F E i N c ). gH 3 t A v H u A r o N f_ C T 5 = S Y e 'Y / a C MT n a ~ N C T $,A/s 6 K I G E T O N D 2 S B E E ( E I N rE o O K H I. E A 1
- c. u n4 m
) 3 s t T 4 T C J 1S S I, G"", R U e e aaf S 9 f 0 a ms, L e G e eg D I 8 5 N S "v E M A q N f 5 es s se
- e. e. r.
E O E s s N no A F S E C D 3 S f', S 3, r. n oo E 0 3 A 4 a 4 n N r .,T A 5 1
- s. 5 s sS O
n,CW I w e s (( T (( A i4 e S 8 t c r( 4 N c 'T A 8 N p "C 5 O Cs a L "8 N I No S R M m^-W u n n r A O' o P su r. E s. O T I i t n.l A "d T.c t i ] O 8 s L, s I r u s
- e,A n:
c. T r m. e S# R i 3 A o P - nl E Oi R c 3, T M. e R 4 S "/ p , o o r> o '-:,,,-*a-s 7 C - 1C O Rc C = 'L i P r r r I q - a s s . cu P On E o B T C. ' g r s r I mw=. ' p va s r r'-.<< r aI M EA. s N r r a S 5 / L 9 f, A E c - nZ D &a U LV r c m' n o D N N EH / - #O A Na y W s ,s ' r s T j .. r8 h -cA R n n s. 5 s 5A ws G 3 9 6 E o o e j B - a n - TR S on N e a a L Re I v' l L v a )" A m M' , n. i W E a ? ,. c l C I s := A e # a r I I ro A I. M o, 4 s t l e t yi ~ E s S ss s E O z s R R e b , 'n .e c l KI / e C e e-:. m RN s I s ya 7rr lch-J 4 s s s AI T o o n u o < u WWV+ c .b ~ ro c A F. o. n E A "M hP M E r c a l M s d-A R a,, R s v i, ,789 s F.nm 'C e i= + 5 oa_ O Jah- ?
- L 7
~ T s F i / s 7 a / EE M PE IT r P I* hCO ,g (). ae S e l
- l. Ih b
8 'rnw7 II r s 2-a 14 o _ 82 "T."s "" is 2 . k 6,o,0 m l* 7 u t 0 M. a ch.6 a t o '<a-q7 ,g N e l i. . e Vc u O 's ivt b dI s I 8 i =sg'qk a R l F d idea n 1 t . 4 C Xp i E ? t .s e 0 n o 6 Ls i ITE -g c .4 i
- e. 0 E a 's'nod I s t
g t l I CEM f a u l V 6 Ti r 4(a - uckhen -}"g Y S c N N a "s r o P S s a ~ m J S x y_z X YZ -} Lt 8 NA Dil l ) I u D ,y~ 74h - ,s g '- M T S ,g"" i y R A t, A A f os 3D P L 'Y y C n-f'b aw. - i Z D b" g T C E g M R c
- W* E.
o, te - I O n I. HO t'v t r 'sA Ly ,Q O 3 i t ~9-T r b A ~ (a l- ' ~ x1 / 9 k y a l ,, ' C[, ~ e. 1 -a N r), O h' GL. ~- / ~ ~ I N N/ ltT. g O r ~ - Ct / N s ,, n 'pw *g l' + g n J s ,,n s i 9j2 c g l 4 e f~ c 1 e ~ P. N n d '{g I I t l 1 A 5 v w B i 3 f I,
- L 4 o
'n D 3 s e' F E1 1 I / f i S. 5 ~~~ T 4 f i ' F / 07 g c. 'l ~ o O ) T I N. S / m r oo L R o T s s EV A o 4, iI 2 M. L I V U CE D s 4 A R sT r7 L l J D. eu R G rL= i 0 /. B O Nd k'H P. ps sDc S l i n E S D(/ l i1 I ~. / ' N ( l. A < E 'A d R Y o B < V DD ( N T ge j:
.] (. v ~ F32 BFRE AM ' I M9'58 ', P d..'a$ ' [ [ a O. q: *3 ., e,) t...i;.. u, s. - 4 ,. s y \\f s.. 2[.I h hl ,] ' k a:.a .~ , e ~ s IT l ', ..-r % " '-- g MATERIALS S OPERATIONS QuAN Smit j p i BLI lf-l..llslE l-%- AL VENDOR CERTiflED SEISHIC D1EC1tANICA1. SilOCK St:PPftESSOR "^T" " "C , AS-DUILT i-BY./ DATE 3 E =scr;s sTaoice:tinisaownce64A> mns., - -t== e - ^. rd s - : snocn srvr*RrutstrPWw1***4n**" i i 'l EW AP, ,,.c7.,. mh- --
- ucon.w m mm W W W W
{,, l wg, l)Ytil1P) . WHET 4 44OT. A;.1-;.N*/:+r -' ^ - /sA-m6e_+s) -e-A "',5. ~' ~ PlPE MovCMEt4T IS s T. c.. h = ( - 4 5 - e t 4. (Asoo 6a a) I = glotM:.G l...:%.; "Ti,A ip r.c. e e'A f' d.M s t' 74tc/f*1 Att t* (SA-31/5A E15 4f 6% II l - 4 y "*,,/ liKil $1.I4hti l':.flis
- I _-Y.' -. ^ au K 4
,'O ^ h^^ X-t .e a ?. m unm,ou. 4 ss. v.5..c... vts. casoo sn si i v M. fi4 DCA F507 L. #3 c.6, R %Sn'- S*r. t'J'- 7 %* (S A 34,/5 A Er 5 6e B) A C- .g Y X e 4
- 2 _ N /
.- A si sw p TsEN(ADED ROO FOEL SteuerineeO fH%Est (Fett D (tfY W f X N M Z21 -V f, tar-522),\\ , y, y N miemm) W-m e-int re.T-T3 m WIMPaitia li _s n l K lst g g g, 1 e.s# sit'-l+ -lGG. n N / i mutere bl/PIK ctAMP L. m k 16 9405211 ~ hh l [ g 'O .I ttAPK A CT-t -0p -020- 54 2 K L- " -- b. - - - ___ _ _ _ _ _M I FXN-l'/g" inex HUT 5 6r 3 f l i A---------
m Fl.R. Et. 840g -
- fl se r",
j _L ,-+-*p
- y n
iv... is. sun a. 4u_fi nn e ren t s .y/s., ems a r$a. 4 8 (-t--ll* -g [ ~'15-- : cs z use osTAw r -) s A s i. 4 \\ a.. *. )" g pq ' b.- g,-4 NORM. OPER DISii_. e I t ri t2 e rr i una cae t or Corb. N n.. <m DX
- t. 023 soeve meL'1 encent th',s av m _...
gag 4. i DY
- .sof rae ca.ated w/a run. -.._~'-~**
a C. it g* 5" ) _ 2-5 4 R. D2 .os t 8 ~ ~ ' ' " ' ' ' ~ ~ g MOVEMENT 1 ' uw X t.f37/. ore --nealn Y
- . 7rf A ff7 T
b g- =M l DESCR/Pil0N .i can a r, Y 62EV'D VeeJoom Cte:r ~ i h I
- e. 024 451 !
__, h ~~- to SEE DETAIL *B- 8 + +1 + i 1 -,. 4. ~ _q,, _ __ _m. _4 l i-i Approve & Byt. h Ft i 3 a a ; l k__ t4F-S Z 21 ) g D4tal _b_-3 C _'IT_ I E 3 I FOR MATERIALS AND OPERATIONS SEE SKETot 80 0. SitEE'T$~_O(~ i 60 HEE taETAss. *r.' '~' .NO O' 8'iown~8' Root, Inc. CCNDITIONS ! Fa Fy Fa Ma try ses .,s , --O SECTIOk1 A A I REF. ORAWING NUMBERS ' ' ' " '3EsicN I .gm trata 8 y . " *, h't r, 'N PIPE : M'-od: tL-REVA ELECTshy*,M /fy(,) EMERGENCY. - J'ht e y STE Et.: 55-M ea -a nd 4 HV.A Cs __ =M FAAR.1ED l 45*,'j' ps,' HX ,i {if yJ cMwl OESC#/PT/0N CusTouER ,,sw b .'ed ~isi de."s Gu~S5f~~l ,' l y #M y O g (k (/ 155u 2 N c
- uADER lH CONT.NOL CS-od$
g,,.o 3 n-peM tocmon du M rrc utse n o-e .p.i. rot,.'nr-se Pe 4wfg ac,usur c.., 7,62sa2
- c. 2 e rana.n : u - c0 D,,,,,'D PARTY INSPECTION ' 'Ift h I' '
3 rw ii.. i.:. usa ct.qej.oa Asma m-r 4 A W."d 'M7FMM,5,'.f^quEICH NO
i T~r,7 3. 7,,{P L i i; ( 4'cy ' f, #,k'* .9, es ut L..r~,l i.*~ '====== fa h f ci,=:.tc7,e j;,, l 'i mr.cis c:;t, g04 afg jmg y
- ann' $$;uE* ***"*
OFricg y pe
- s. 9 L
.e,, _I WLy c.h..., s i .u. g j ) U MATERIALS a OPERATIONS <=1?.N SN R [ l t /R/E // 70 80 'Tg N t '"* V 'NFSEZ2 TYR 2 RC$r 7, wro-o4 wyanzer ce s#> ~ e i .S-BUILT z 8 f .-- ^-... - -m l 1 ~ - ~ 4 F5. 3/n'e4'c4't T-KY I G. A_%DOGYn 7) t'.S P l'EK 'F 'All A' 5ASle at SASl5CRL5 l O O O O l, 'C5 E PER YADL ,5' 5A% at MI55RL5 r I f*'s a 17" 'sur"E c Mit vi twir 50LT U \\ EL 8KY-8%e* TYR O' W6 K3D B*Ka W4' 11 = SY2" 0 < MVt f (FTD IF MalEe4'fr 3 M Str 11 n' Wt'.5 it 4's4" lWI%'9 ntXE e cEMEC Z g g g g ' VENDOR CERIlfiED T / Df4A IfC 14CV. FO. h,
- niiis, h.
siin, , ilAIE3 ff D BY 9 3 RilD Dt/LL . T -4 Lgg '[T THR81 h TYR ([ 1 % ** HDLE .t ,..' EL aOG'-Q* f*;%'$ - fr $ 175/s* \\ 'Nf5??? 7YR 2 /r($ r3 ~~ t ~ =g Cza-- izi;- I arp aars _een &w-' asucorosicosisi.-ner.st; DESCRIPTION t EL. 80.5'-/0 '/z t i 4 ' ' ~ * * * ' ' ' ' " * ~ ' r ~
- s. t rg,, C T-I 0I3 30IR Z 9 9.'8 0 *** f am'*"ie M F f lE t O i
/ is to 4, 5/ s so %# L
- >tsuitO HANGER 58F1(H i il
\\ NORM OPER. DISR c lif til H-2 K OsttHD #sota ??Z l = l'
- Z ' V4 M
b A f - 5
- M8't r.
- n t 2 d e z
~ '~ ~ ~ 14~ Ir [1
- e ues 5
ly" h MARK B CT l Ol3-OKo 537K A PaueT: CAR 60 ZINC W ll MOVE'ME NT S y[,$,e Y.h g K
- a su./-o or+
a QUAN SH8R g g g ; _a a ) s o. o.a;.e.sv ;us eue Y
- e. **i/.. esa e u..i.e. u. tuis s
I
- '/
FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET _ _OF $.".,'NfC[ s CONoiTiONs Fm Fy Fu Ms My Ma @ 4 N-@G G"D mRown.a Roor, usc u/ Yk OllM15 EK ro.,48oz e-ofSi N y If 'f REF. oRAWING 04UM8ERS f(E 9 Tv *M d M"' ll{h.$ i PlPE: M/ dGof f./4 ELECTaff 060 03 EMERGENCY -I fu% sjy i I STEEL SidLO2 f/7 H.V.A.C. MI-0V>If4 FAULTED ~ 5
- ' * " *"a <** in }
DN8eno" CUSTOMER Teses unisilie. Service. Inc T,se " d** / I 1.P.D. Iso, t'T t-SS B ffV. 5 / NW A E N *#941 ORDER OR CONT.NO. CP-OO46 (&'[ 4 g ;Q b JOS NAME cesnenclig P< elj_jg 3 D:le Poing 756/Pfd8.* Aa t 52/A.o Z X t MI
- L-
~ Pipe Mot *l.St-358 CL/ Te f ~ ~ R I'x no.c s ois.nir,-s: 7e Bldg.f8 THIRO PARTY INSPECTION W5 I;sul. N gTCH NO. N CODE claps : ASME N 2 -w o tz <> me 9
..-- u n g. ~gr-7 .... r T bMS la N,'[%) 4 m.3 'S'JWM'"p,a.n.".3 c< vin i. i w.s. p. m sem A# em.,34m#o
- -Mgl i'IBLUELINE aM/
uATEai*ts a orEaAnoN. auan mae ,s t ~' - g y AS-UUILT
- g. D.
i d -d
.,e s n w.a
,j dudn .,q 3, I -q m. o. iuo I Io 'T s n nu,=inoa x #a-A &wm ,l ^; b~8[,[, AC lleV L, 'L 1Q08 CEHilflED s p h-o REAR 3RAc Tr (A-LI.Bt>/% W L 7- . AH l/r 'l( l ttAqueG Ft.*t. I10, M$ b oaf t.]/!s .O - sf f m 4~i s... i i a
- t..
l b 66-il (._. i T i-v g, i a j. g 1 )h., 4 ll' m l !A O + (p) s I lf5224 V M b 8 ,M l e IFC) 1f13.91E L g4 A
- N
. n 'd _[~ i $g V i I # ss -. N V ' '< 1 i ~ IEiff Dtha.. n ~>?1 {+ A i-~ ~untuts. r. ~ g., AT + s 1...M - "*J HIfF n.. 1__
- ,- k.
f, *#, f ei' 38csi... ' .Ee J-h i 7 s s o'& 0. l \\t' -. nr a,. - n er. b' { ' A'k L ...--a ea r. Mas ,3,,- -::n j - 04' ~ Q' Z,i%$,& ~ ~ ~~ IS*h* ave' '\\ z = t, @ b[ATT N - q x _W plMviNerl er-o%!' /- x I b,s Z--Z Z WMOV -4 A, NOTE.5 E S g f) Lockens ssevices sor { x o. /.* r 4 1 g. atia suis a j y, x ;9,/.,g.+8 MAnK it cr- #-oss-o!5 - sn g ] [ ] l [ g. -~ [ 2 .8/..s.. A ; PAINT: CAR 80 Zitifis il l !( ,,,r DcA 7607 I .. g j'.._ f..l_ f tanflu OPEft OtSTL n o d 4 CTrt Laos ce hrt / ox .- n.e 4 QUAM SHIR {n j g g { f; _L_J_ i ( h,. 14Y Va tY T fe ' ' ' ' ' ~ FOR MATERIALS AND OPERATIONS SEE SKETCH NO. _ SHEET _ _OF_ _ [ ~~ 04 N--@hg sRowN 4 Ro0T. INC. CON 0lTIONS Fa Fy Fa Ma My Ms q-seemesne e cousseucions DESIGN A m. W J i _M _h jfr/ds_s( y REF. DRAWING NUMBERS j Yr [ 1990 ( y, g N.. ' rii S**'A V U YP)
- f\\
g i y PIPE f18 w)4 R14 ELECT:tI N IG EMEHOENCYl ttf45 )
- ft- --- l STEEL 51 r*.oz a 12 HV.A.C.s hl 'W-21 FAULTED
--h;f ---i [ghs., e g[g',1;T l 5B-Od8 st.l_ l M8 8 X
- 8*l '" ' 'i
- '#f#
CUST0MtR nsee Ulis eses servic# lac. ' EI U SI I '" 1 ARl11so. C T-t - S b-o R '? @i gg g q'N p E py^$ k.Qq[9 Poinl /25 mph AP-t-((: "R.0
- c(Wif I6Il---
ORDEH OR CONT.h0 CP-OO4tiv Z X
- W i K "< 'Ih %
>MI5k bb dfis THIRD PARTY INSPECTION @r-n' M M HAME cpeglig,Pyg 4 i L tPip, Nat's. 5A ass ci Pao 4 (> ' . N,b IDOR-l-ot tel$ -sy . I lsisul. Bldg.g D y ['
- W0 SKETCH
$0. -~ 'Y* ! CODE CLASS AW DI' ~ 2 M p 97_ sM. 7 RW. t E"W "M YF T L '-.- A-1 3 "T.ZP h[l-N,f f k,h [ ((( M,',, l'"Oc
- b.f.f!Tg{g',""W!T:"*',Iq :.W.Mggggghggdbgl{ g$L',f.'jdg' y
l ]ll.V 4 :_gn.%2 = 3l,,l og i !'osis 1 l 1 4 336 y 3 -ui. a . O as s =-. mang m v' 553 y J' 7 t l a = x ~ / ~ . il? y .= =, ,e
== .u 4 .. z.. g o 1 c t
- t..
&.-v LB ( =o' [ E s 'a = se a: ( . e-g - g D I s e D r ap t s 4 a c g l{ { g 5 y g q g u (~ a I: + g e f y r. 5.- EG E =g g= =t-t a r c m $ y g r Wc 5 :- s. as il E E -9:Ty - h g i i e;. t . S. L e.t.p.. r -a t a. t P y p, g t. 3 s g c: .i e..., e s E eu@ 5 y e r ; = .t: ~
- a. 45 5-
.i. = g o = e m v
- = 2 n.
. g...
- '.W M
E, 2 e c u p w e t $. g s n a p + t -I eg-d. 7 ,z-.I 3: o
- e. *.
g ,*i t c, =; g e* B 1 = m s N j$- 8 y s. m s t a -. r - a ) 4 y. a 4 g st a e S i s 9 %e d 2 a n t v 3 a o = -=- hE; 5 g E 5 r 3-e n ) d i N [ 8 8 i 3 U<l dm-f1 p t iib #1 N rR" a kNNFC2 gg 3 mpu e. 833 1 # 4 ? , i -3 =rf3 t c > w o Eg u - y) a +< rE_s.< w. .. %n n t 4 c 4 4 as m .(,: a e wL ,l a ,8w =. s d g,@- .1,I d, WJ !j s !.! j' e..m..;S3 5. = e o v-8 g Is!!d. a T s(+ if s i UESA + e l q: g' rew -4 a pJ s g=_.3. g 1 s i/ _S b / e s %; ~! s re: i i 3 6; M m e-c 8,gn F/ m ~ i e n A,- e e-w ~ j I m
- a. w.t.=
i >L mm "cm.,= ?e e M:~.g' 15 dg 3 cat-sv_ l i (@F-Ih 'T =d }. s 3 O M i E 3 ~ -p J z.c s e _,,o i w = .k~ } Y h i \\ 'a r a+ g h A o e E ..s-a I l ru 7 l c 4 .,/- d E t i (, l} 3 yi y C Ll e y/ n+ L. ad I ,'a.e I .i tyy 1 g-E 8 - : J4 g4ud J g-i c m. 1 e 1 ,1 s-rs.- e& =. - i i i e W ~ pigL.g pr. 4z;s' y /_ ' ie r :: ie
- aa E
a =5 y:.11 /. ? g.5.w:.: vi_tjj s.' i 3 t 1 M9 D9 I m: 4 1 -"_d, s g 11
- 5. W E
.a.a a I c.n n p nh s,- \\mp. ;. ?.@ l 4 /R. e .-, ~ ~ ~ ~ h b
-W ' 5 *, f.h 4 - f.,
- _.2. A*'
i ?., hl O
- )h. l- (':l&& 4 f. A.h 1%.' Y$f$$
.}f!..ml.l'Y f Ai-; Ok$h.f.A 'l '.? ~SA (. : '.; l. [._.;z [.%;.: 7 '. i e. 50 0 I wi a ITEM MATERIALS 8 OPERATIONS QUAN SHIR e a a g g k k O k 2 It.81 AS-BUILT NO. ten s m r nF r iisaitr Ag sue.c y ,, / barr rM */ OK A55F MYLN d bu ttSTn W, (W : (]EIM'l 2 B B 1 s _+r me, m,c a 1.n.. - f VENDOR CERTIFIED w,:e.w w +,-ff, e s-V M r + El.189'-3Y DRAWING, REV. NO. II + e -+- T --+ 1 C i.
- : A "',
/ BY 'J'.- DATE M.F U. s .m. c a_.ws.4m m
- ss,s.,
+ .,1 a4 TS. Wa rv W s 3'-5 fa "t h (A900 6V ris t l \\ 43 TR 4sen% U#"f6 ( A 5' O (W.Y > l O o 4 It la r S w. q E SEE1 it,mC-r- [wsn./34mo l g MM) I l l \\ DETAll j 1 WC 5. t. 5F E 5F C 6 ION U-D(5A%/ 5A 5 45 ,g W (4. '4) i e a O3 l l WV D 43 4"s lO" wit n-%WlW YOLT5 A ic 14 %" r6W Wt 11-tr Wiir Wn_T S 4 4 l h ,y't ggigyg pgg l o5 w -o s m iL
- u.u.I.ss.e m. col.z M
RR.+03 Vtw kPtT. 2 w l y Jgg z f3 ~ f lI In H!.8 th0 !! htM T. B
- I4*
I l + } ,e p d'" I f..! jar. q k Moo. j i g3 mg(M loa.Wk Pt 2 x i o x x _.] l l K) T.5.Wa.Wa W IR Mii,tt A Y:* O *oO j $ S!yactuhe#:w e W h-a l e DESCRIPHON r 2 8'0 04b b l A vereo 4 4<.arTOTensJ *aTCrs * '3W ILe ' d 27 f : + B l :, ] I j j M.f3-A AQ ~ l . AH 13 ~ - l,l } _ ___LCUDlOII'"3 L (LM 'O AC 43" g p tt l '/M M 2 SEISMIC ASSFMBLY S c A I 2 i ~ m.= w l Bl*lDI E AND TAG 4; l . A V \\llPf21 i a ga Nrf27Ty (h/c MARK # CT-1-013-008-S22K I e a 7 I o ras. O1
- 11 to 3 gre mat'I.
b fU ,,_+ 1 IA. ~ ) FLl65'-It ' y s '.g zg-Anolv Cat.be_llr!E n Zr g41' euent threads which shall be treated with a rust preventative w g ,3 yg g a QUAN. SHIR e a d 2-6 A* D,dM. M # FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET _ _OF '3 1,Y.* fAIM.EMYLD ,,y3 3 l <st n>t A f 4 ~ fg-. ~ erown a soon, rc.c. CONDITIONS Fs Fy Fa Ma My Mr Il0TE 1 Td_ wri,ww 6-A DESIGN Lockarc devices for I hT_ REF. DRAWING NUMBERS "*[,"71 2505 high strength botts t y u.o a 3 's cse fut teamreJ ~ 'o2.LT.t._ "Y S' PIPE : MfMa MV 83 ELECT:Et ot.0t. Rl2 EMERGENCY
- iSS pes (YA 1607 j
C q STEELtSI M WV I7 H.V.A.C.s tAl (VO Kl* FAULTED 4 f#.dt, Iso.Cf".14 6,23r p.f f hem-M DESCR/PROiY l CUSTOMER-TE Af6 UTin ITW 5 ERVlf E.117. ~ ts.nr Iso.TTTKP.-M FEV. 3. g ORDER OR CONT.NO. Cl400% j muumr g h wit. ' 7 ga y ^ X 1.1.N. 6.'.# mr0 0 itM..ttJOB _NAME CO!.W.ntt Malt t41 P ?,04 t saz P pe Mat Insul. 81dg. .'Th L'**"*" "*"l 4' I g a e v... w, o. a. l 7-t- ~'- 1 M. AHK NO. i i-bh6 5-(0+ G e 's k THIRD PARTY INSPECTION,ds 8 [% [] [ [$0 /R**m o SKETCH NO. Q #8t Ap CODE CLASS : WAN1 C. f"fet . l . s. ~ p .s c.t:4iv.m.s., ;21.m,3 ; SHEET 4 OF ?. REV. 4 / Ifp k e.i re v.: s-wr. s i,. - l b. M n, m a n. 'i. 4.. ..../.. ". ? ...~.-e... g i a u.a i l j. 4
r surag- _ l t 3 l $ $ ~ i ", '. "".l.'. MATERIAL DESCRIPTION 3 BLUEUNEmns.ez s 3 i e sasawrwum moo cas. x x F'OR ENGWEETllgg I e so<aa w mee asoo see x AS-BU L " " ~ ' " * * * ' " " * '.y 4-e'
- =N"-~"-~
s e c. WW. & OEEICE USE nNLY ~ ~- ~ m gl ]' 4 4 im m.<= co cun Accus -e e c-x . _ if, {4 t g ~ [ l I l l 8 l I g l .(( ssut ,I 1 ! [~f _-] I -swror/rsas) lI h I -- i=l== i 35-isss sti Mt 3 cou\\snon. 5,\\ -l G eg::: W o* n -.s $ EL.o .t.,, Q a s I n a y = g l l i-l ab Il 52. *,j ,,s 1 ,g, ;g ,,,gg,,,,,,,, 3,,,,, %ol 3. w,y.c b l i ( y;&Gd v M B*)itT vturna erwnsuutmsMrm u n t__. ?-: L_j 7 g, m m I gi I gp ita F d l l/*40sM At.-t-s.O RnVo n U W : /g sh (4T lg. 8 610 lei a mt m au n ast = sjy,* ygd "", 8 n asma teos testion: /97#. g g i Aseseea: /*'///TE4" ./ _g ness.yyn ^ r I osseen erse: M-4/oA vres.k soqinc.gtocano s 8 s l
- g r.s.cserwicanes VENDOR CERTIFIED L
o ~ 08 AWING llEV. HQ1 _ g _ __ ACH. SY M _ DATElChj@?. h l YP) f Q, I ~ ~ T' (y ) u t - ua e e. so, ,, g ; ;.t. l -l c l Na,h stsength. bulls t e. no. pe, DCA 7607 p. 0-A wenou Ax Y m l 1 q.of AllACH.MAYVARY/'le LOCATION PLAN ar tito [ - _ W , ----- A - _6 To pafA pg .qspron g ' g g g g q i (t gg) L, papg _ S K it*. 15 o HEY t af E CH ANIC AL REV (t E CTRIC AL HEV ngy Of SCRIPflell haJa sua enese. apput ' /A IWIWMIH7ti f [TA Ful Rifila=h aw*s 'VfAA 12* e (D N-b A/M/(>J ($ 6/870/* 0F 1 ggy g. g.A B -TID 4 2 ors) asser ' ', " " " j"" / h u f t, ity a grunwrrn EEF e F.64.Hs J ans.' AL* tt E8' ILIT 15 3 ,e use wras. esom nry sinuciunat. acv H v. A.c L*C ?* AA'* bo 4 l 'l 8 07/<1 S M/07=53 ca OltEC. 4221 79 IC A.T I ffgs\\]L m 3 y g l n.e 3 m3
- M p
T. //.<'. /^ T No' to P d// '/// M5f Brown 8 Root.Inc. cuENT M f-Pl.AN T OWAllONE PA~Al' SHEET / OF / REV. i b ' AUTideltiiEi>~seUCt IlesP.NU68000 ASa4E Co0E CLASS A 3 8 ~ '" 8
- '"ca. esus JOB NO. ppg L.
- l. ! {'Wj.j 3.; ;.
~ iU X M f d....MW ~ 77.= - . ][ ~ . q %st) , mr.wggpp grT hy,7
- 2
~ 4.lu ' 4
._. s s.. i th _ d,, sumum O "I *.'e'. MATERIAL DESCRIPTION b B l l l
- A [cfE %Usg ON BL UUEll E<*+
i I i e one n na asoa ora-x x r e
- n ex ~ r=< m aes x
u (AS-BUILl] Y i,y 5 ,o st* F Et PaA etCT*A A* SA sr.tsa cus. con. 45 A g ,,jj.f l 4-4 & nl 7 Ne'T/-kbeVM Calk'B*~TE r1tX'AW1PS dW "Q-f l MIM. EMBED j 'A*'" l l 4 s.e l l '\\ I _. 'l } l _fM" " LPGES i 1 T Ann 7,; ,,,,, m, y,,,,, nye,,, ,o, /[hff.fg.3 - jT g 4p y )' esas rums masara -rm tumr -l iM . -' W g) nn, air uu a ans narw- - v< I l l 13coeE**',%..
- ].
i = L I-e l c~ " 1 I VENDOR CERilflED ' ~ ~ ~ /~ L J
- " ~#
d (DnA m nry. Q - - k (or M aura bis 6-<$'#5 d DefiN., d t."uv ogsce ersom o.ru seu case asevat J1" .,,4 9 - c5_,. 9 W e% g i.am unwamm otr.oraa m e ~ ~ s EN p ge t[,,s li y RAU O EL.6M* 0~ ( 11 V T 9. ~ 7 g-gua 3 aema sees ses m : BM gj FIELD DRILL-(4)Ye*/ LEX.ES - ) aseensa 46W/7EP 2 l .g q y y s -a um mc AHA y 0.017 t y ? g [a Y -l- - + - - - .m (f, MOTES e m g q g. a j N _..,ei) j 7v- _ a.w_ . 3 e QZ I aeg see.e ginatej MF 5232. > %V L- -1L SEE e644. Fog l gw seg) (1 YP.) .LotATiou VARYtPilNCH CTR LitJE.OF ATTACl4 MENT MA/ SEC1700 '4-4' !l e ttiof MQltoh_h2Aofbr.c). Location PLAN 'Y.t sana en ei ereer tenen sti es rees (. estiin. eso ~ uv, urcuasucat o uv rtrevnicat intv nry orscairviou oars a== case. J' A gy, ner. I m-AE-oli W 7M i o E/ ra/ of '5 2
- * * * *'4 =**m 8 us es 3 C/f t-r'M
,es,.- L,-.-- s.,t a w omes '- -ras. !so. ' uv sinceronat. i new se v A c. mv s savoAs uro. aar.ta.<s </- so-a s l. m,o es: cc 2 M-ofI o 6 9/a \\ s M 751 6 o AEc. trtr.?e B34; (8lU e-a .u. x1 mh, ,,,,,,,,, co.f.off.w34, f_*s Brown 8 Root,l$c.
- ctienT-m/
A M ."il 8 1 Pt. AN T /'AAMioM MAP g avinonare noce smse. vesEfuoD SHEET / oF / REV. ,,.,,1,. ' Joe No. pan IN " asser coor cosas 4 l...,,, l.I,IN) 00.,.{}g k,W ~ L. .- s y , _, u e;. gm,--y '.y 'G. J. ', y., 1 h,yl ap. y@ ; q,..' h., h h.._.. ;.,M{ [ V ' 4 3 !t]. ' dW j i .2
-~ l MATERIAL DESCRIPTION b6 O y AS-BUILT c / 2 3
- S * */4
- l'- t?** IltbE. 4500 GP8 A
w stsh-l s VENDOR CERTIFIED (rre o f*.': e p u Sx v4 r e-Ga/.*7vK A son ae. Ar. v c h['; O' "
- M 4P S0 OT7/ ^4' " " 4
DRAWING REV. FC '2, FA. . '_. 4 1 ,^ + 4-w e ^ nare.M.;
- a,:.-: J e
- .i i
i -, s 9 v ' gut ti iwix conc. Awcoon 77i ; @ qq.; DAJE41* l.,: 6 i C A R. Me' = 2 0"= 2 4'/ sEc T. A A (sA st/sA sss e* 6s) X _a, , C-4 i I (QQQ l-- QV h$t) 4/., t .,,~ g R%chf _faCMoo znie
- ll 1
.e ..m.g .j i ~ \\, g ne w ca sCair viose oAg
- own, cuno.
Appvo. /ft;"7or ( t sists -. Eh Mur caer.naraou-c oe. a r12. MMA an a cno ~ -~ g.
- OFFICE Ij ll$0 ELEVATIOU 100F/14 HOPm ONLy M51 # c-~
Y T8 ll
- * " -h ASME C0st EDetlesI: O i5 r
AseemeA: M'///TEP y,ggg y,gg h>*vr'4Yg a*SES esseen erne. H2-46A 4 r.totanic ogvrts foe
E:
g' 4O e.a. canternAf som s C.lTROt. O (D' 1 '-+
- l % a'-
ama statucru aan -a v i Act a0T NguinE4 d' J- 'T ': k 'P ] o NSJCC.Nb ,q .J 8>- COPt A W IHF0ing C hff~ < m A,- l & 6Y 1h* C016N
==:= a,._ f. stuk.ue tocasou
== n t.- ..m n =8 ( L CO n,,,,,7,.,,
- k..g,3g, pg,, l J
2 .. ress. 84 SECTIOU ~4 A" . _..f, ~~ a [ *k) T O. 21lOO LOC ATIO N PLAN erHt iso nEV ) 4AECH ANIC AL. REV ELECIHIC AL ftEV REV OESCRIPIlON 0418-owa8 Aus4 appve REF.{ navn er surrent taans st o s l eire W-^***l .2_ j/W o E/oM 'd o 8
- W A58'w.au.eca scornet muMus. bnm WH W
M i 7 " _,'",".',C ~~g_J ','yfs:
- W l
fod.- ocesen ~ ' _. D*GS v ras. Iso w nEv s tecucIUR AL REV H V. A C atv in otarus-i ics sc S2'Is2,A% t%UIL.T m - M",, -a */ <!C
- t M O SI O
St1/41 3 A/h7/4 S (p O / F C. s ?.to-7 sp C.A.1; ($] gr 5(r vent \\_ u-s -'Q.y{fy [1" O Brown B Root, IE.c CLIE14T T u. /'. /. , ' ',,AUTHOftl2EO NUCL. 8HSP. VEShNOO @'t PLANT dom 4/IC//6 M'A' h' ' g.ggf. 7/d A E c,s f OF f R EV. y d at-sess =evars r:3.s JOB NO. gggg SHEET - e.w.eu ASME CODE CLASS w In.,,,, ,g_ _, p w. eeuseDeleM- ** - g * -s- .m as. g- .. eteemim --e. tween
- 'es' G-9 e p*
a 'N Yl,N, Y $(*? 'f {
1 - ---= =, _.. (._i ) [AS-BUILT ".'s"L'.Y. MATERIAL DESCRIPTION E B l $ $ 4 / e 3xsx v4.x s'-6ye' rusc Asco ces. X g n g.,g,g /?' 2 2 Sx 9X Vd K 6%" YUM A4DO GE R. M K VENDOR CERilFIED Gr! n 4.* 3 1 Q %ts",s'A -36 Mc Arc 7)ad ~A A" A / m'A. DRAwsNG REv so), *2, 4 4 va x c.~ ' mr/-nsw t'owMrd AWMet /K l - = B(, , DATE_sss 33 _ _ __ _L__ __ __ gggg-l.-lG(uli,,?A rw '"$%' e> a, -,c;;,, e,e e. C-e. A
- e. ----
,i. vovn s a cw - m - + a n. m so g ---__-_e 1 I APPt r r ir rnar nr,. ~ ~ ' ~' ~~~
- T og ner nea n,,,;,
"'""!.""nauun annut aanw eiwer,, ..Z'.? WTW { 2 31MS --* ~~ h WFICE ~ ~ ~ ~. USE y. = %LY ,. ~ .. ~, u s WD/.4,c,c b Medl6W # AB ~ 1 atvariou anrim noem e e H/U 4'_ _4' f /* Nat(re") 3c,.s g9 ;
- 'IM
/44X No 'G* - I" Htd $1P) gg pgg, og, ]R (pg /~/ELO DeKL W AhWE '~ ~.~ ."' X l eseeen eree: H2-McA _m .( Q. k. l p " g a' ' vg C"'4) g oc 'u ee. ..e. %,~,. p i p j I. ^, .i_ INF01 A4. 7,,N CUPY c"~-~' ' ^ " ~ ~ ~
- =
7 m. s s e eri nr ui
=======.=. -.. Ih ne e. e, n. nas em,. -== =,. u k CCkT4ti s.; ,a,'re
- # ~I# ' 0'87
."y T * :.n'n, gg ~ -.2 __ _ i ' ' ~ ' ~ ~ ~ ~ ~ ~ ~ SECT /01120A" k T. o. 2.i t oo LOCATION PLAN i y sava PT
- erPPen, Liiaoll Ill et Pere B8tif t 1850 " REV MECHA860 CAL REW ELECTRIC AL ftEv REV DE SCRIPT 10Il oest aun case.
d,g 7034 et_ g ~-- ,@g REE M ? AA-o87 O' ) N/470f 6 6/-070 2 S S REV A's slib;str. era tear (sta vs s);%g.,1% WI Of pas.s '.Mf ESTPy "'1-REV STRUCTURAL IIEV H.V. A C. REV %r taub eus 6:cter 52992 : AS4uett A N "' Q '^- F A S. 156. ven f - r e.. 61w ^,_ cc tres.oSt o Corrs ,3 N/07S s (o o s EC. tr io-19 c.A. T. It';\\ soyfra a-o _.s - ;g my g M.f.g/.</fy.h j - @ Q i_"",_ A EA Brown 8 Root, IpC. CUENT 'T U 8 /- ~- AuYesoRIZEe peuCL. seeSP. YEshuoO 6 --I PLANT OMIAllOME /Eff' JOB NO. P4fg SHEET f OF f
- ItEV, f
i 3 as-uss weieren rsuas l -e.uten Asant Coot CLASS o I .h(. ...Y.,I N ! g. }9,. u e i t s, J d.2 s.% U$ b:. ,,0
- O.
O 9" f s g 9 3
l g\\ ? ND. f y (3m o. .ud(q! = - -
- 6. w b l g 1li ply l
i E..m.,Q; 7 i p y 4.. AS-BUILT
- D!'lE E t!2E ),
' '? ". 'l M^Temai. ocseniewon 2 = ; y gg',. u..,,,,. t. i u:mw.u: ;T=:ws.., - 1 g r . i
- 1. c m 35 m sre_mreu e<
.o-
- 2...*1_ < c.. m im o en.erum
_ _a 3 j.. -Ik. p.4.., sa: .e i>- j.-r-- s w-z src-A<- 3 ~7 r' IJ 4 q(uityi im your coNckerz AucA6E y EL. e g 4-- a i * '., _ __'picto ".6d J MSD-#b7_..Bre v+a' 0 ! y._ e i n'- **# f y .. C- ' i iI, pJ. , r-s'._ r
- .f;
,' o ntst a.< i nVI 1 ._ 525-OS-#c ( 5* 0M-0(>> ~ x ~ x ~ y. ('%,,W .'.y. N V. I\\.--, h eesot.c.s s p' <, c.. %, 'w _,.-i., frq h AGF(T 71. t / ~~ 0 4 L 't) p g\\ . He~. k ~m 'tdA5lH A h'N, l's) 'J. g (
- 3...I r-S in gi ga I
- c *h *
- 7 % 7 "I 'W '. e wvi L
..I e I r Il Kh* k '- r VENDOR CEHilflED ~~ ~~ ~ ~ ~ ~ ~ ~ O n..... l DRAWING REV. Not 'Z ^ g. DA1Qgh I t B g t ~ Z : : _^_~ t. .J ord_ g t, e s N h i s i(v oE lcnaeYtnN o.,s ' 4..ie T~c:.io a,avCe j l MIJEfl N vtuposa cretirwann.L 6fM*69790 ~ ~ ~ ~ ,' ~ _,y 0' O (888' 6Z k b h N a,- ' ~ A: ll
- $4 p a A B f 4GC FrP V..
~( /D ~~ I Asass caos anstaoss: )i g-W8 'U 8 ' ~ ~ aessmaa: SEE tSE llt.F(6
- 8'**
- P8
~~ ~-' -I l C l-s -3 FIELD ~ = ~ ~ g / DRILL (4) ${g* P s. crataracatsois ~~ 4l. y-] -' / 4 stoles
- o-L i
(g f A l i / N ' $. ~~ ] _.gf 5 f. 5, r .m a cese i SW8h W 60 6 I' , EL. lool;slJL. FAST j 3-8 g ; j og, &,g [k i b
- g. 4 tif1T E dit e
s Ni, f. / g T O 2ea<>l Ol'ockins devices for i gN
- g. g,~ ' *~
cof* f hash assength taoles l g
- $, o'c77U I
Sf:CTJO!J W .,),,,,g. 8 LOC ATIO N PLAN ,or.s As e1ro s.a.L,[g, } i
- _gg, oana re uT.., i o ni,o vi ets ~
cars l $1HES$ iso IWW BW 64 ANICat. Rf V El f CTRICat. Hf v REV DC$CRIPflOL M2 '3HI~fI Y 't' -05' z { efs.o7o z ~d o fge oss. T,UVE L'FL ! NIU~ ' f?,',5L au aose l_h,$-- yd'f- ~* t*GS .!*JiL_. so .wv sinuciunit nov is v a c ..t v & mwmirtwi r ou 4.mi.mn i r sg _ 'u ,, s. 4 '-d mmmmi u r,uier ~, 0 5 3 CZE.5- ~ of1%.. 848 .. ?n* f.E,M. si ,A_ x..u @ Brown 8 Root. Ind.l Ct.lEliT I' d S /- OO'I'###'7#T LIM SUPPORT NO'
- j PL ANT C O^/A /IC##E ##A N
,"~s.'.'% autisouizro noct. itsw. vtsP) *aoD g OF l R E V. _,2,,__, . son No. g 3 7 3 SHEET 3 - = - as e coor etass I I ~
= i E03f5 AN.. tI E i g AS-BUILT vinom aniinio B l N $ x MATERIAL DESCRIPTION f v T 2 *-d ' 'd
- f/
DRAWING 11EV. NQ. 2 i e T. S (. =c 4 4 3/s - Y-3 F,3 *, A. W, M s3 x jfAff/(cf Q 4y.g "'"^3 DY bh DATE,74l H \\ 'T 8 f /L" 5A-E SEE JE'c770tJ'3 8* K .x e l n /t* Sui'l Alt:71 twit dottfr7f 4WCM){ x'g A ) Q. _IA. 'I e y y A e e f f"354 34, Sf( SECT 1ce>"A Aa y X \\ ,,E L.64=+'- O ,.u-4; x 2. l '. n- = c, t btS Ob OC m'* ' ' %5PC OS-0Go u x ' ' g ; Q,j 8 525 06-96 WJ: SPC o&o&o x x y q...inRTHMMt> l/ -,i, 9 , ( ,w U " m. c 1 : m c. r:: r.rc r c--e x - R ^ 6 l2 haz LA :;;an s n ~~ r,v yy 6 o p r . x...a. =m m
- m. s-s x
x @g,~$y/ ~ F -h g l u L on _ a ;, =..,2 ~
- g.,
f qI J/, f6Z32 I-T TS 5"< 5"a t'e%+-ro tale =ts,asovHvitT m s/IIT Y V i's n eo t 1..J 2rtw naux-e- <sa-w sa-sis aw w v .s / +/ .m In 7 5% '< oo" lin Ti KHlK Ik1 TS V v 4 (( + W.3WIInTI VHlx BOLTS l < k o' r e g T -e ) g & xe WILLset1 tetk. *1L__ _ y. .G .s -, g, ~' 5 i J- [ I F84dT' . l3 $ a; I5g maw otsense rioes oArt
- owie, caso.
Acevoc y ,~...-~,.u,,,,...a,- u,w,.. w a .- aJ .2 "",l'* bECTin 61*B B" FIELD ORILL - iWoSt C t-a
- A b-i-1,ld,&'.D 5 f
u > g % e nos.,e.s Hsto 017 I_ FIEto oniLL r e M) %
- HOLES
-M 4, - seus coes resticIsr 19 74 c4 7^ 4 a a i r,v ...... w mc >r M BNF/ b- ( 4,> La39-o** " "ac: g g _ g 4 m,e eac~. 4 c, q c.2 rl-isi 5 GA r.s. csantication w N + y[
- A pf,,,
6, i } O f3
- sua ur
_{ -s 4 O M
- ?
";' Pf'& .. 1 i ELEV. LKG EAST , g r,ocsong o,.Qcesro, hash stnensde 0 tes ,y 3-g= gr F.A are not requesed gear DCA 1607
- LOCATION PIAN T o. 28: ol
,gygg.g _ GAM M DW WDS t hel M t'PHL ISO REV MiCH ANIC AL - AfV ' EL ECiftlC AL REV R[V DE $ C filPTION In TF com - came Arrve u eatF C C A S -c31 o tit-0 7*1 i 8 El47o 2 8' O 1pc ,ou.M * ' ' ' flail _dP' 7'".Mno. 2Ol3 og ssem .,,4 9 ~ 8 efGS F A B. 15 0. REV STRUCTURAL REV H V. A C. HEV A GT1 M NTRRm r*AfC "1/26 /f f:lY4 r4 hh 1 - /M U 335 ~ ~ K s: s
- go oySs-G we 7t,01(SEE AIC'Yf t ) *AS ADII. T *.
een1 cc.g.As.ost o S.orgs vent. -s n -e a-. w w-mr*~~ ~ ~ mm ~##T 5*IM'#IY ~ ~ , t.i n. -z,o, u,s-2,sta, Br0Wn'8iRoor, Enc.i CLIENT 7> 9 8 n-e te a- ,7 c'5'E WPMT NO' ,M t PLANT coerA/vC//E-PEA K s-. g O F '. M 2 JOB No. 2 3 F 3 SHEET "$[l 'aU" *E c7Es 3 "' O 800 as-* st S "'"*8
a: 7 -E k ~ [ EP4 r.;. g-g- .) = F. Ij $ ! I * '.I MATERIAL DESCRIPTION AS-BUIL S e Q ~ T e m n no - W na r c =w r.:" =. I' ~ n 'i, M. - st ' r. r-se r:_.a. - ~ . =..,. -..
== jsI Ei#- cm;.u ru. a=
- - /
~ = i ,fr,e,%y~K
- ='4.t==
.=== ? 177~ wit ~sran.m-nw v?xw.w.er - - - g v .. e&gr.sa I, g c y.,y.4 49 w <; rett _r-t46hsco6co x x r----- ("" o - L _!.. _ io e ryr cam Ha ns coererrr urnrs x -4 I,ft-rxi7's x teva cs. MTs esAses.6s%5--m3 y 4 .ra y b h r R -l1... L'cc-2-u-In-s ..t 4 p. sss'-o' F l 1 k, i . m-g! i CPSE E ar.sar, s.:is (n* 4) 5 i 1 7 ,<r p
- 6 b
h %- E iy og s e rie pisose - o.n meu c==e a.-wa r i f" A =*^= w r,-ia ms m m ms n a m k-p s-yop j y xo gioes - - 1 1 51 % g,M, % 3 r j .'U th 8 r&,a-~,. i nn g, onAwwa REv.Ha. f- ..M 6 ' i uusina. L - - -n e As.l-Mac y 0) j'f 4,ygg ' ~ - - ElEVAT/00 loonPC L!aMH ,,, x ;g,,. u = VENDOR CERTIFIED k. yg pygg.3 ee ..a * ' t H; e-Fia.c. Ij ~ , =z %,' t,'h.* t.tg g,,,,,,,,,,,: /9 7/- f*, ,, I
l60a*MHaLLs gypygg ,/ y~ sissou sere:#-*M A $87 N N e _e [_ '7 'd ~ 43 r,s. cznisticarsom 3 s. hC A a .. ~ [Og l D 9 i + --D 6~ I 3 U r s ,l r t//g* t,'/a 2'/s, i n t 2 : TCTid 'A-A- ~ ~ e-AL, LOCATION PLAN g s e'en tti spreent tosco it sen rie 1 eag j$0_ r(v MEC64 A6dlC AL REV (LE C]RfC AL isE V R(y DC $ CitigalloM 2f,1 a sas r ess e a i i i,'igj;, esses f %,-$1 c ' ", -.N!Jf. nty cc r-An St .I _4*a-> r a 4 ed///
- > 3 qv a > eis t s.t s ira n os ee s fi.@{-A LAM &'/P t i
-'g"b"g pass N W.rary staucrunAL nEV le V A C nEv W pgt.4,, no se. r las. g ggy) ~ ~ msIr JM Q '* e 1E est / rs7El 5 H/c7 % 6 /2 r9 2!? C} Y LQ { u-o M 8, -- 9 TC_W ,.iSh Brown a Root,'Ir:c; cucNT m A /. steronT N0. _CC'#:E!.Jf-A 6M AUTHORIZED NUCt INSP. VESEN00 W"
- PLANT fo H A #d//f M 4A' I
f -[e.e.*es,s e ASME CODE class.> a:. : .asten. rsa.s i JOB NO. Jfer SHEET / 0F / REV._, "2 Q m, l .- ~- 4'M *'it i.'t f,[LF't!a.g sa ci a:we p 1Ek,6 7,, !! ii i J q r; g 3. j, y.3.g*.. #_.,. ,,, lf,3 p;j,f., . g a 2, ,e F, " I ;t.- .a g 7. .s p. ,.7 ,. 3, b . '.S lk b ' b* D 4' 4 A. e... '. '. '.L. M --,-
.s .L.. .s. ~ ,g r ,7 & o r v,{ 3 W E % ,., g, ammen. t B l 0l T
- DESCRIPTION i
AS BtHi T- "j *'e o MATERIAL t i r.s. is."a v as m o'-s'nc wsoo.ase.a) g l j l ( 4 e"ag"rtes_Te tWIK CONCRETE. nacwosts g g sY34 ' Ne \\ 5 1 T S. F4*= G** M L** x E*- o** t 4. (A-600.4R 8) K E ~ ~ (1Yte t) 6Lig g y ^ 9 4 F e tf e_ D rR s M To S u f T q i ei e T. s. W'x 3" x s* a t*- a t.4. ( A.-sco.sn. es) x ,\\ 5232 s A i FIELD TRIM To sulT (Tyn t)/h V -[ ~ M' d} m. "x a" x s'- s4 cts & (sA-se s_ an.c.a.ost w w t O sA-ar) _[ - _ _ _ _ _ _ _ \\-. $e ll e"* x s'-ea m e'- n s WLG, (SA-StE GR.t.A nse W K a
- ')__--_
l N EA-Sh) i i c-s H . L _E1 tM3**.9'*ET _ APet_v our coAr os cameo roweni e,Fd, h..,3 u p,g r-cc-a-in-is i i k l u w ri ro Aeove ~An E c r rnauos i i ' M6V s j g ..._------2--s manc_u sHALL BE TREArED WITH I J i l heV. 15, Ins *,asputtit is th irfGL 'f" e A RUST PREVENTATIVE-1 i cosiusaccautut irust u' en F ^ --e Agates A & 158 'el f_ l_ {~ { g l getg s N 1 \\ PRomt.c.MMk-)-4I,C/p-M 5'OE5N g.. g g \\ 8 o l / y I VENDOR CERTIFIED QC C65.fMNWMAT1oM ~ DRAWW4G REV. F1 I j BY. M DATOtl' k. ELEV. VIEEW LKG._t10RTJi_ 8 9 'I+ l asses caos sosties: M 19 qDi asesmen: WI alt ER 7 j eseces sess: ME*4GA FIELD ORILL yoyi g 7 (4) 1T4 HOLE.S y. FA as.csatiescaties -{. ( 'hish I reasdi amate are aat requer.d g g 8P N l [ In r e-MvT ' '(c -Sc;hT'- + e '\\' L a ,- + to e l ( T g/
- l
.e a '2m OYf!) y C ',I .*l (' o oso T.O. (1800 / -f f- .j
- I g
-- Il' lity atuenar"ri om oun ei gr . esso, l'- s t " g5 GIN
- 59790 AS Bust _t
~ ~ %r x _.SECXIDH A-A__ l LOCAp0N PLAN esta rt a seeroar 11 non m el eieI Mut IGo REV T utcH. iN LAL REV ELECTRIC AL Ag Afv p( M glt lQ3l _ _! p AT E l swa. case. apewp. 2091 essen "m " ', ,Rl#g age. co-2-An o 3t r NI-o Foa 8 El-07 s t
- )
H HL*4 AS NID 8Ef CHC W90C H 4.!X4 Roi /*AAN.IL JE Q ( ones ~~ ras. esoungy simuCTLin At. REV 6tV.A.c. ntV af$r tNDeoRCERTWD3pe# A8o4 s-u vests .sia in iyH I CC-E-AEbO3P_ f S-01El 4 Mi-0756 5 o /rc s2 979 c,e. r. (s) f}jfer [ u-a, Brown B Root, h[rd 'M,.k'_i" =- ~ l 't cucur r o.s.t. ,,,,,,,,,,, c c _, _,,,..j,,,,,m [*[.AuTuonerso inuca siser. vesgu PLANT COMAMcHf" PEAK -e aime coes etais 3 as .o aos no. e3e3 surer i or i new. ) ,7.i,,., a i I ~ ~ - - ' - - - - g glTygg ,--"" Tun UD lbL rsw q,3. %. - - - - g.-- ) ( lO$$.lhO, % [dNl $[, ..a2 s ....--s
i.. ) u ~ 2. ...c.__....._.. 'j j "h,"i, "a,$-; 'j *i, g q, p ;i.*p[*a
- g jj a,(,'g* j' g yg l {
-q t e y. h B l ll l { MATERIAL DESCRIPTION en 4 _ v +A,= l w canne %r. y .", w...v& c.s .* u.es...ea x x ILg. y 6 ,a W G v s 2.m o'-G %"t G. (S A-36) x W E. TR AY. C k y$ AWING HEY. NOLd DAlgtp%'t .A._ g g 9 T.S. W"x c "nc."n r.'-o Vnr..rA-soo.GR.s) X l gg _f 3_ Jf 7 's r; S. 'A4"m4"x 4 *kd-fla t fm. ( A-EOO. 4R. 8 ) X X d 8 }e T. S. F4" x 4"w4'"m i'-4 %'tr.. ( A-soc.ca.fM X 5 i p j g[ar. 'O l'
- r. s 'rx 3"x 5"a o't'Mr."tCA%M 9)
X X _ m as'i'-o". 6*-cc a iHs23 la \\e " Tutk.c.5. ft../6E ct. A-A OA.bost GA*d%Gf 65) X X A *V pg g (e I " x 4 K4 " L4. cLR., (SA Lon sA-sis fas,(.5) K X Q. 1+ I"4 x9"LG. HIL!'l 80AtlK CONCRETE W u,g U,Ss ANCHORS se.3% y Q. - _.g' g ~ ~ 7D - ~ ' ~ ~ ~ EL 837' B 8 l sm s uns w - _ _ - - - - -- - - - - - - is - -== or s === u M-M lT i.v d am u zu.u ;.-,,.~u; & i M 8 iri shasun asun a sud edunuuss sb ) l } gav o g s cst e r v oow car ern en. m ac MO ES vm w ct er em c,Tr 4 5,n o w m r-6 4" I)LocMai devices tac 1 "s htsh strensth tmste a are n4e required I El EV. I_KG NORTil_
- 'f#
.{ .i tN T Q ?.41 0 0 asus caos seerson: N 7,g t [(FIELD DRILL f
- 4) Wid, stot Es asesmen: d'E/7EA*
a i seeien erse:M-#M / g 'g } [ .ljsES r.s.csatirication y y,; gg -+ 1 llDJ tmAT hor t. J "U I y-l 4 (- '
- l-
= j C i-j ALL lt. DIM S. C S Ni t )qr" gj. pJ. O, IMLI C is IO3 h Ogu
- t. a
^. 8 j j g om a _$ m, sis,i. g'. g %i d lEM 2 EUIN A-A - LOCATION PLAN W.% w e _m n _1 taritt-130. HEV t. MECH ANIC AL REV (t (CI AIC AL RV REY DE S C811PT10N f/W 8lt esbu g'"# g", q j$g RE{r \\ DATE) aus cesse. Armret sata rt eg yp pag - tiingj i, gLi st pers l (c / Ar', o s,? _g_ /Mt 0 702 I o E/-0 7// /il REV AS NOTEO NEF.CbJC- 's/r/3a fWy' Q_ d 8D psos v raertso.-- Rgv sindCTU4aL REV H V.A C HEV d WM5 4 D'A K47-SEE NT.tG% 3aH L.T) ~ Pw ~ i enti 21 .m vent n-e ?. n W C M on' / S- 072Il 4 Mi-01% 6 O M C. l tros-re c.s t. QFD jyyse -e s-fug rrn ci, BTOwn 8 Root, l' c. CLIENT 7' # N /- [i,. AMr!Elrfstict IsssP. VEsQ~N00 @C'Sti yg g~ ec.f.gj.7g.gh - n 8 PLANT A/WAZ/o//f NAP to Asse caos CtAss a ai-no s
"'a=
elos No. u n SHEET / OF / R E Y. I I' ~ l1 ,.. /,.,' s. W , g -.. - p e, s ,.}t '[:,'- .4 j.., 4 t. ~ ! k,;. O ,. ; jp[] l
i 4, I W> * .8 q . s-MATERIAL DESCRIPTION b B l l l j nu., 2to g n g
- VENDOR CERMED a-
^ M lDAAndGm. Q l -51st i' ^ . 2' fif. gL=,= c '== e i q= &,c ;;, Cy %V ii e sv BtL. oms.!as n, ^ c-
- ..,;g..n:w =.=. 1..
Ih k'..~.~'_'.~'_'__. F 5 ^ bE*.E5' M = '.to-"jEEM U ^M r; t4'*s3 3' -#h o i t.s w
- p..
r4too (.s a) Taiti As sto o x 6circ 2-siisz 'a i 3, g g, 3, y,,,,s 3 p,. ( A.soo aa.8) X X Elst ,I g 8 11 C.S 4 Fa'd '4'3810'VA' (SA 34 /SA Ses 6aAS) X )( -f Cy 12 14 ' (.i R. % e9%"m91(&"(SA B4./EA-6 5 44 65) X X A--] t-16 af %"is1* HIL18 kWIIC CateC. ANCHO4 X EL 852'-G" 9 A> a-a ie, e PL1H-or.o u-Sol.T X e W_.a .g fr, p r
- 4 errti unt uni in usuu mit gli Tl N
ELEV. LK6. EAST _ =.-..'.'im a mim -, ".".m. m v-ig ' is '- M ENGWEEENG REY Of SCIs tation
- ens, seas.
casa.. arrvsL FIELD DRitt. l 1\\ mm, e,anenua s muer sner afsWa t_ GL e P1) & OF.FICrr. USE ONLY (2)'M,'orHoLES g 9 %"8-)S", g (k f*"
- 3-
.3'4: .. *. SECT.10N -f$ .. :.mL ...: w.. sew =. QA 9A 4 <. nf :h. g. g_ M-4'A { ..s',p ( j'I'.,M<*. ~ ( 'k? h h(( r.fs et. ,gn 9 % .n. me as. s.attestate.e g i, S rnzr eri i ,,i i.jidkh.,k,,,)('h,;,. 1 g i EE t l /, i 9*],, ?? Wh 4 (*k .N.b E'= t, SQ-EU$i.es U S J _3W _aki_ u.issac5S SECTION A-A T [a,d #g, v. g 3.,,p[ EA ,g, g ud#. Dup 4A/4E 2:: /M11DeLrDIA.[_TTO"T.O 10 0 LOCATION PLAN PK,,eil g BRsit IS h fEV MECH AlllC AL REV EL ECTRIC AL REV REV DE B CRIPYlON omic musa AEEL APPwa i I 280/ seses - " ", - - -', ' "" c " ",-,@g REF.( _cc - -A6-ont il tbO708 f 4 J'J -0 780-o8 7 O f /* C s t/soffj W Ws EMWJ MA easa ri sepp.ng t.nei, sti en pies 4 M I'm '.9 sudcWAAI. nW H.V. A.C. nEV I nov As ustaa.tNC.4 M11 R.t 4. 6 IIRf DH6e mW M ~ ' '*'*yr oca noi(nr.e)
- As asuitT-N issp(__
if li ' id~ -:/ \\ CC f 46 03i / 6.oias - 2
- 1s-o7s as 4
vsar. T d' # /* 80*I'###~ W003d u-s a-s m
- m
- m b
~ WMM Rob. Ih c' eL' CLIENT SUPPORT NO' C#*C#4 ME g l g-l . $8,, AulsoEEonucL.assP.vts M q PLANT 3
- . rsaae JOB NO. 2323 SHEET OF
- REV. .i -e.atee Alast CODE CLAte 36-ses _.. r.> %p%cF"'];-{ m 1 *M 'h* " ...d.?= A- ' ~ i k t : T 6 M p W.;,,;i,; m e m ri. w g y,y g y i FFh v j mo
~.,,,, ~ ... L.... I l p.m i ' .. g;. l 7 i i B l $l i "E *'.'s MATERIAL DESCRIPTION
- a. p 7 6 2+'-
<L a AS-BUILT p x; r_ y, y y sm y'..=d.- M "_- l _'. _ '_ D "..- --.. q, .=_ '" ! 7 '- e.b 'g. 4 VENX)R CERTIDEQ g ,,7 _ 'i _ Tp: _ y. _ p _g _- - X DaAwoosu.en E n 1 s- .= s = ~:_-_. _.. - e - g i i - __'s "~- 3 5 --~-^i - - ^^^ ^' l BY % DATEldpht, I$ ? I e 6 7 + 4*A X " ATL. 7A (.54-3(, OR 545(D >c W . E i 's .* F R/ WR.WFOfL 76 CL4-]C Qt.$ASAl) pt A l 8l 6 I !- { * ~lf z nrarcA r-3'L&J5G4.500 GR.B] st K .o)- 1 9 ; 2 42 kik 2 2'.2WLG 75(4soo dra d x l y l j la x i i i , s:,'.ti - s y C 'SES %,2 n 2 9 r4x r m M 7 p o m > w x l M VL v i 'A. i b 3bil95 i l .t lyr i.4 r J r Mrd 6te."LI 7.I.L4 top d fo / st 4 l I' l il l l 't i -\\ e I e 1 i am, m. _... -- - - l 3 i 9 l8l k b2.1. l,1 to A '8 6I l gr5R32 tri 13.g.s.. ' \\ anas LJ : ' '" "-"'" '" 8 33 10 I l 1 M i- =< m,-';'2 ~' "=mam mu se .p g $,t! ;3. e.t'.g i .ccc - - -. -- - m a nva rm n al aran s l 'Ci)NTR g,3 i i ,b,,
- ***c'"rcaou;n r: nruenno imTn,
a n. L. u Q.> L* / a. / NR$2.32. hK5232 l 9 ~N D N ' MMidI Erk* faf*C c devi 4 J/l ...a.Jc.e 8 s gin ggi7;A-
- w. noi
,e - m ',- ocs rear Ases toes sosties: M T4. aA -[ j Atessea: M//NFFA. m U osenes sese: MS-44 A
- E p" **FOR444)
II'4-%* 4Y ik E Ili 49u"'.5N.7 >Jg,,fayg-F;A-d ,f,gg,jgypt/fg ms.cantericAvios = ZWlV0W' ~ b ~ h-. 9- .A Y.. - er M-i e t y M ,.h_ h Q 2 h b N i Y, 'i ' f - 0.081 D KO2l/o ll ll.di. @E.Ik O ns:r u,~Ic;gQlly@ k g u Q ,.1 ST _+'3b'l_Q y_ 'W USE Ogy m W /.M ES JET 4L'?A" LocAinoN rLAu DETAIL '78~ _
- s-
,'Y savn es eveevav - t asir ati n FIP E g ER 614. ISO '#et / MECH AlelC Al, RLV R ECTRIC AL REV REY DE S ClllPTION ese eats 4 aseve dog aseen 'fl,lfg REFL 2 2. Aft. M O 4 tit o7os ! 6 t1 0740 04 g7 o rm e.
- /M F_3 V asa Wai #di pass "- ra s. eso. - rey simucTURAL REV H V. A O.
IfEV /h Cf(OAJATPAllE7 (MC 53446 f fi/>&'.4 Jr4hl SW4 1787 JKa. _.9 T n-a -f 4 1 J% $._e-N'O*W l [*O IE * - 7 WOMe + Wn WN1WMM&D && n .s. Bfown 8 Rool.4fi'Cj CUENT T.U. S. l. E *f'#//"I#I~ N 0.e --t - b f,1 i'Mt I'J:L- ) e, ei T M' PLANT CO #/A ^#C###
- '#4 #
= s**a. u =>s Joe No. 2323 SHEET OF REV. 2- . ^ ' s 8 AUTM0 ARIES IIUCL.IIsSP. YES@ NOO s 3 3. ASME CODE CLASS
- ~-
7 y,., .v O.yMF " .rm e m na miy v
g.-_ ..h.... ....:a.A I.
- ..a. Ud *-
- 4'.'**
_.1_ - _. s .i J.";G -Qe, 9'* ' ~ - ~' ['., ',.\\ hljG . t. C. &7.7 ';. p'. ' " p ;... %. g '[f, W - . f.f. -- \\ -v .. e..
- p.,
a ..s ...J.w 4 i o. A, iild.,l-VE?IDO.'1 C'!alil. lid
- ' 's MATERIAL' DESCRIPTION 8 l $
me g' V hk-[.... - sui on4weec. nrv. na 7. 7 + w x 7 HILYa WWW COMCRETE AhctsME X ) wr N. i r i T.s. v x s x s v a wu.ir-son-m.sn. en x x 8gDATEM8 'S e i 1 s w x s < rx in-r wh(A-Eco."Mo.6R Al M A I 4 A ,9't
- g. ;s*
A 4 w x ar. nu r. uwin em ersw aurame. x il ^\\ i 2-
- na s A-si s e,'n + s s " " ' "'^'" '^ ^
_i._, _ _ _ _ 3.,3.Pii AR -s T.) I SRF on-RO SWAY STRE JT _ r' 'M V .j: L.- f N EhfG g N ,.] g m i c.ns-na-no swAv sTn.iT t. __, x i s & opFICEiUSE oNLY " ^ " ^'" " " " ^~~^ ^' " "' J s^ s smam su, w.c'.s.gi m P,,cycr.a.a<si.mo, I. 5 y,q,, 3o e x x 3
- t g i
s A - ha RfsR C "O l r. 7g p s"
- L.e 12.
E S PC-OR orsn c.S. Pa pf' c a ' Amp tea 3t w ..F' s Ae e, ci
- e..
PAiuricAnan 1uc... I ',Y hT *,:'. l' [ Q jf,. l.. l lUl ".1 n'? .9 - h h le ,i .BJ
- y nrv
.E:C..,1. om e.. 2 . w,cannia Iav en.n.uar a u uo v.w e __ / i t, ...I:.ds.
- J-l.
l-I ~ '. r.h,'..,;. j i i i l .I .). [;' +, i g -h(Shy:N-L-l -4:-I.fdc-n-isa 3. f " ""N h + 'SEE f#l'L. e 8-A )- g fDR HGR. T l MS-MA ... l. essna oese: gO' g il PLAN VIEW.. v Pl" + '\\ F.A en, An ~ l e. *. 4.1 . (; f ? 1.. i N OT E"S;_ N^ Y f)I ocHns dowices for i ,,p - .INFORMA ._N COPY '""'::"it ?:' ' 'cese.S. c i -, m mo,
- iw.
._.,,a n. y.ps. ... w. a r. w.,c, n. ,.o.,,,,, z g...,. m r..,n y.. g-w..... h . LOCETION PLAN , *v _c 4 enva er e eeest teneo noe eies sent. eso. REV MECH A NIC Al. ACv ELECTRIC Al. nEV REV DESCRIP1108d TsH r' s.es. cseats. aos psvM
- AEp, CC A te-O S?
I Mi-070 8 G El-ollo-os 7 o f E r. Il poi 't%, ie r. rir nraver tuvrt am iare ,g _ _ DefGS. ~ F A B. 180'. anEV STAUCTURAL REv H.V A C. REV A\\ atchud p arsecaiyanca re.sc.3 p /w/ e A (E g m-s ' .sw
- x
, 'h lCC-2-AB-032. IE S*O728 2 M 1 -O'F 5 A 4 r.o c. 4.m. m,ersrs)daneo.$re eaA'r-wd ~C n ~ ,_._,,.m,,,m ~ Brown 8 Root. ind, CUENT T. t). - Cd-2-OH -ldt,-M. -; R - -r3, -v,,, % T NO auTHonufe muCa nise. vEs[gfeoC) PLANT C(wA Auf llE PFAK ~ ' ' ' " ' 2' ~ aos No.~ r 323 " '- P- " ' v-
- N'".
asuc Cooc Ca. ass 3 L -- n. ,d.
- =**=*r
- a.
=. -
11 ) l qni1jl:o 3 a, .g e v 4 N t i (@ r r .x a l yit e j 3 Y (t o ga r-- r i sn X g L c a, i x ?e k V. A sis E g-R i e p f s e g ;,.; j N n N ~~ e., O A R. w. L sW / O -.g.. I t o P f aE / r mM. N g g S m^t /r F T T g r.
- O P
A u O 5 I n I 1 R 5 S e A C p / n C M5 l O. 5 a-s S ER t o l p E 6G6 a t i - + A uT T .. n,, 5 '" s E si E D 65 z
- v E
4 6 4 5 5S7 f i e.s-o 6 H 4, - A 8 S A A A~ r e oA r aS9 i s tt 9 3 m s Y s g t L 4 )4 '9 a a c 4 l n, p.: 1 r l A '54 t o s p 1 s 3 a g4 I, e F I' y. I e t R t K e gr e, n,,i., d s n 1 s s E 'e *M(s8 p et U Wq, e,M',**** . yt K 1 D A a N o j g a. T s r c 'e A "a 54we (_ s [ip;,.., e E sE 4 s 0 e v / u A M eel
- r O
f e* f E m " t
- r. 5 i
0.lO g. P T u oA I T t aW N eL w g. O i M E I. l l',.., ~. {,. 3K u '8 u 4. e A tV c' TI( n 0 og.. S l t s f t a c. aY O. N 3 "i-,.,. O h,;. o i e v w C a e o n s f7/ d C aN 'a g n s T 2 A 7 me I M 3 r s i f,rit F4)197.
- W v
uos O 2 r s ne 0 t t C
- g,i C
i a A ao A i a O ,a u.0 N,g6 ,f.; t c I u i c. g 1 a T TN R cg t i a1 g g s p v NN c m s.% 1 g ~ gh O . l,m. e. a .t E A B ny t 6 .., O g - eb IL L O I so W 5 F B .M# r+ ,C 7 Y C PJ 5,p, M 4 N 1 J g g I- ~ 5 I p,g, p Wt
- r y
'(o. f
- v. o 2
l v
- .. g a
E u t u g 5 a. a t w t 3 t rW ( , p (c o e ' rs c otlow ~ q,, g.' rfi fsb,t t t n .I[ M I ic h.i
- ss r5 m gs i
iIl ~ e i a a I p n c vg.^ i u t t Mv -[ l [ a o e cw cU ' i gt s e a ""* m n S dec u u o A - t r oo i i s,i sD a0 R t rn b k h. =v a 5 y> t i s Acgs n. Ba ~ oi lh v v n p ru i w s n o p / i r / B D n I i j u j) 0 et / i 8 t cs
- @n s
2 /f Naa Wf'M[ b ~ V e e n t ts 4 hQeu .1 ; O T a u, u.r r Ec e 1 4 r, 'l 3 y & r, 4Tp - M' s e
- q. e ie g
,ew l ,o w
- m-'
+ - I g7 i &O j ~ aEO sye,- E g e s S i O f r S N f N. m - 5^ w. ,4 l6 g-t n 1r 5 s 3 E m Nn O 3 f ,ee Y a, ..c g m g O g g" e 9 l [ i ..t. u a P. g w's + f t s n r su(-
- a. S a,
v,h g*~ I or E O S a u A. 7 #. s'. o t D M g '- t 3, ut E' C f - FI a? Et o v g;F i O M r t eE I D 7f T lE v T ' R" s n z e h s.- C d e s L T r. mf,~ g' nC E V-A w e y1 o CE D I uE U R" , ^ e, T u 'I 7 e 0"$1 us B A A 0 a g a N S a ,,. *- "N I :! 8" 1 Y' WA r v r yg a 3 *" a 8I i ,I a g 1 i n 4 p .h,' if!.l ; gt. l jI
- 1;<
lI l L
t.-. [ g g %I1 -r __ s x,,,o B lM ! ( AS Nu tt.T etl. MATERIAL DESCRIPTION .1. ~~ )Y.,,,d,[ s- ,1 s,,. S'.* ? '. *d , '
- c. d ?.'h Et_.87E*-4*
g 73,,4 g.,,y g g..q g g.a, gg.soo, sg.e3 g g
- p;
"~^*'"""-*a~'""= a wriricO rarto cuv ro ausy
- s. 4s DRAWING REV.
7 E T, s. Wx 4 x4"x la-t %"LG fA_-Eco.Gft.fM x X i s dg s. Ah 1y 3 ar W careir, vee a z
- r. s. wx a* x e* x o -c.a4<. Ls.tA sm an s]
x x N \\x y Fr i l /uP 5 t 31 THK C E. PLATE PE N SE CT, B-B PC X l'B'- - - ' - q (SA-ssS G R,'65 o st SA-3f ) 9 t \\ \\ s \\ l /rv R(t.) s \\ j 'i+ V VLC S-to e W'TlaK. C.S. PLATE PE R EECT A-A X X l (SA 5 5 GR.cs on M-3bi I gNr st_31 s \\ ,4 y e W to" LG. 64 tLTs Mwat< t nur52ETF K {g, l 6 l y A >J c H o ta ek 8$ l l'I ,2Qa ~il 4 l** e x # E* LG. HsLTs Hw s n< cou r srrrr X \\ \\ NF \\ \\ \\ ' \\ d ANCHOR %
- 7 13 4-8/2" T'H K. C.G. PLATE (S A-1(o os? 5A Est X k
623f 8A / \\ g l l I3 I GR can r n'-3 we os r t runrw ro me \\ .) F'88S te r n BY F R E L D 4.E L. 87 D*_- l T i_I l h pm 6. c c-E- o s s - 15 E-3 p. l l /_ gygg - ~ i l- - - --""~' NOT E St _ l I tsa - ~ Gl' WMI -"""~ gy E_~____...._ I) LstWasW wic sor 3 Aisti strensth tsoan. s I I .F Per DcA 7607 Ski 4 fiTHu g l l 88* 7 rsmygg sinig e s , i seus sees seines: N. T.o. 2 s t ol l 9k Et_EVATION LOOKING WEST _ b.neessea: wiHTER i C HA 5* O i^" i Hi'D A. l- [{ uw,,, ~ .T ^ (4) DETAIL OF ' ITEM'13 g* - -13f ][ %rr. HOLf.5 7_[. (TYP) ll,'k [jh'h;-,l~ l
- j.
&s ,/ MM t. . ~ ~ ~ S T~ .g &r ~ 'S + l ,d MVT'S L"3 'tc:.nast s2 / te 45ue M )( ( {i % 1 y " / Lu [@1-D T I J ~ II'EO 5 '$'
- k f
w F ~4 ~ 2 -46'2 ( ]l 9 -j. _{ k V % $E. i w g h,N ? M$_M. F L' DRILL ' PROS *ASlMCMC Y %g Ho1IS LOCATION PLAN secre on's-s' FLCA MQTiptih-L L ". -l :P
- ...gbu esen er
.e* r ana.o mn ! ens siness iso. iiG ~'"BNIIIilTUC m rtretnicat 11 5 ,m.-1 c. i,* R ',, '% A l f,'y 6 ef e@' tj'*e %q ? J. 4 **8> *e M 7
- 1. / ' f. -
'H#, mer M23ni-3G A u t-O"l O I G EI-O 703 6 ( 8 fi ac 4W WWPN I T',J W,',7% J ee>'Ois o nry stAUClutaC REV H V. A C. ii6 4 [i(f f f U We < l vQ. =' = 2:2E es -- = _~r Q2 ^asom'*- 'a ' ^ " ' ' s. 1 Cc-r-As-o3r. A s on 5 .a ur-o r r0 , 1. ' c ' "'
- i ' ' d ' ' < -
w., 2 m-s ~ e.11 Brown 8 Root,Inc. CUENT T. O. 5. I. Ser0RT NO. c c e l F o f-A63fk. ~ ~ ~ Pl. ant COM ANC HE PEAK 9 aufuonizan unct. user. vtsEl moo SHEET _i 0F 8 REV. 3 n-"" JOB NO. 232 3 7s7. asme coor class MPw 4 l9 M idEU "' A 5 ' %g ti l
- ,.g'.,;, c
-~
- c. -
t x.z.;, y 'C f
- ,,),,
.g f p",t f 7. l%rg,y;gyh. 7l-{mlr;yf,3 -l,Q;., pg
- l i'
Ql g.y
- 5.,
>~ '.: i
. _ _ - _ _ _ _ _ _ $I4!. _.
==xxx T y.d .i m -m .m x 1 gl \\ N m y 1%C $g t ,xx f t o S a t 4 zI h s Ia = i g a = - D l $. o & 5 0 t -.a R.: z-p w m A. .s
- a4 39 1
a $ a'p { 9 g o .s y s i,. 4 N r W gkl!I g I. ], T i (j. g s o e a s g @ j @?M.$ 4;l i a t o p:Ei e 5 1l; = g p[ mgi I O-4 N)d ' 5 b I l a. 4 z i Rb c.;I E ij 3*gd.b e i 3 E.' EG I f 5 $ S 5 B$
- ." l 5
EOs e.s m 2:: a it 3 =- 1m wo, x x w ,g w.,,aw~ .ce = e -s ".m. g ,3 :l 3
- s 6-g gd 555 sr4 =,,, E t
y S
- 3.:
d etE. h-2 =d, If l!!! l k g 3, s [ 3 y s yp o c e ?,g 2 a 6.< 3,,, %] :-r: %. =. = f g E 't v u s y be c 8 gl{ l E N *) M i.,[."-=. @ k
- j U
$$ w -+ f 3 E j,g . p m b._, l l,[A"' d E'W ~E E b ig i;!-. ia ~ Ds fm $P R i. 'o ap = % r.,gs ? 5 z* 63 Mu ga ti iii i <# >p.m s,+. = oeA v g_ -b
- nr.,
Emune ' - =. ' in x l Q: = 12i e $,1 W*I * *.. -- (*,..{. h J .p' JN,W W Yf;e
- eL d
~ ~~ e-..: y a =c 114 U, 4 w.
- a, e
- a.___ - - -
s s m .i o
- E. 4 uJ qg Eo
= 5.,s.. u = g n: 5
- o. 80
- 2. p g
5-3 a b
- c0 g =g 1
eq / s-i !: z
- s. &,%;gg' w 9 ".
n L
- r.,
g :.i, J... . '.'r y e \\ w - w'o s e y .! w g ,h %x i eeo > - - -- I I l-"i#**9 g i'e' x(N. _E I, .__________[__._ _ _ _. _ _ _ _ _ _ _ g ,r r g k e lll $. 7, j l Q W [ 3 h. M .'s "I E 5d D } e a ~ m wm ..G r d= _13 1 Il l 1
- s 6
- r'l1 '
et u wi i u' w N y_.. ) q". ~ k 25i l \\ U ~ " GM,ff!y o m - ^ -,= p, y
- /.'.14.%!
g i gl {. \\j 41 l y P... ,oe 3; e... n, -f 3 '. -
- ( ** <
h U ii g j.: l ~ i. q~s ,.- u... d =e, u ,m.. ~ a.,. ..r.
- e. t y
l38 l p5 ..I. MI iiW A
- =.
ja -h,.-. -.;i t e. O:: g m a g = =<l s, w v v e inia wtJ E: -m 9go , C,g., il q%e n gu p. .f.g g~.gj th--- '8C ,.e g -. ~ a. ..r,.J .e uns
- 4 < ;,.....-.. - _ r.W" ;
w.1....R.: 9g. ~.=:.5i.%-^1 gd. :;~:* :M,.!.:=- s g '...\\.....,.:.. ; - +A ' ? *: .T i.'.'~.a.Lju, !%- Wu s-l.. --_a ,,,,,j,
m l . g, ;, %
- w
- 7 '# ~ '
-q ] { {, rg-g 3 ' ~ '. w 'er--- *j-(*t .m.,.. r e.. ~.. j.,g 3 -l(Jn Bf;LE d,jUnd ~ .,t. f i) ". l l *.. ! s,.. - C* 3,: / ..~.a-~~-4 I a g / bli@.-rC O t, h - L.1. U J,4 5 / AS BUILT' }oRAwacv.Na4 4 No. VENDOR CERTIFIED ITEM o = MATERIALS a OPERATENS QUAN SHIR g g p a k/D DATEM4/18IJ l ORS-lO W) SWAY STWilT C-(_ s t *- 8V " l X l' '3 F4 4 g gg +g-(,,,BYA,,_,,_,,,_ 4 srt-so-ovo PIPE G AMP fA 3h I ,g
- 0 i,.
v4 a cs n-w R m 'r A A W M A s#5 6Rios ) K //_/ \\# tiil f t t'/4T G8GTI AWidon'*; r1 N Y y ..jd N / , W4
- d X 10 ** l #3 g
r e, o,/q= x 4 = y 4 = y 7e. Ayp e s d, A-9 w g is X
x
'b
%e-P 8
.e-El_o 12 -4"
"-"4-~7 3 vm x + x.c x -m-n= # h mF. o -
A i
I_D__
h.
Arp des er-ex.
RibOTE *,
y{,',] g g DucThlNTERFERf5y PAINT: CARDO ZINC 35 II TWlD TRIMTO sulT' 2"<ll K is1-C M ARK 45 4 c-2-o.:- CO2-AL=3R U. d,[
oorust ce acute.
{ 'l $
GUAN SHIP AkiGLE 207 WO FOR MATERIALS AND OPERATIONS SEE SKETCH NO.
SHEET OF
&Vo\\t.D oel
~ ~ - - ~ ~
@ '.N-O' CONDITIONS Fx Fy Fx Ma Lly 11 JD a 21301 O
- :"*g eRowls a ROOT, INC.
suomuns a constaucteas DESIGH uc me.,
REF. DRAWING NUMBERS
" u*e"s^r *
$$f, r
~
y P
ne.o ws-ni ELECTA riotop Rs EMERGENCY M
s'IPE :
j a
y a l.. m,.u,.,
A e r s- > " a t H v a c ' "'*n':*4-rAU'1co
~
~
CUSTOMER Temos Utilities Service, in
$ 1 $,"hdb$
'fy"f
- d g lE,,,@anong e,Pank,,1,f{ L 1.P.D. iso. (C-2 -Ae>-So-le6
.d. -3 2E "^' T-ORDER OR CONT.NO. CP-0046 Dolo Poini. en/4n runo ' 2 X [ '$% % Jg REV PCit ' IPSI RCV 04 Pipe Mal't. ~,A lo b 668.f$ _ }I* 8 '4.,, , y,f3g,,yg,., w, - !LAMf4 U - 2 o##.m2 Mig 2;. irisul. Yr Bldg. A T,HIRD PARTY INSPECTION l. 7g 3 / L . SKETCH IJO. CODE CLASS: A94 sr 'fE 'l I c itt sh. 'f,f,.- b b'k N4 6 betNr h SilEET I OF 2 REV..8 -~w----- - N N li ' ' " - '~~' ' * ' * ~ ~ ' '
- ^ '
c. - ~. -. m. no u,c . a 1.. AS BUILT .'VENDolt CtHillatuN ho. REgo PART CAU.:cifT DESCRIPTios4 WATERIAL WI g 3 g g I .s a go, O < D,mgv.,a s. ) ,i 4 ~ o ro .n. uv..~ - , ljy/, , DAl'/ 3, r ) ( Q _.- -,, j"' p* v r.ovo n pr-
- s 7Arvr essnes
' A ssy ces A 3 X X s: /c wyn a m.= r.S-st47= s4 a, '=. as w i ) I Wi' M- 0 40 PIPC fIAMF' GA'd. D 1 t ',g .--e -e.---M*-s e +' m: = ru: \\: a t 2 uen a n. e u m e, m ps m mun_ g .3 ;g g ,7sa y tw.. f 4.rv s i.,' y er E. s anLI. 4*.on r.D J A. 9}. . __ _ r - e r.. v.- is -i ac - s - l e a.' p T # L9 t-l'g N 'l NFr[F " # l" N i bt.tsRIG Assr.rist.Y sutr.st.n AND EEur.r.aTNG (* --= = AND TAG O Alhg'
- ]
y4 ! runnsL y Lb-4-ull-UU5-ADJK A. apiLly Carho-Zine #11 to above amC A eXCept ER"de which shall .. u..
- c. in.. ru.
I t ......u.. Pzm dre-w/a nemo' M '; a, 30 3), 4 =, 't
- u. o,.m e, c.. mm._ m _
/ / A.b rid -/ r,- y s + e. J.,4-
- & Q g l
oescarrrion y; - %
- 4. =. _
p: ~r w q - - ~ ~ -~'- DMrr i - +) inciais mes na . %(. Hrt-i', Z M 4,rr s.- -( 1.__,., Z g h, o _; geve venece ce g . e.- f .m>_c,... v :.._. 1 s. se,, i - j e4) *t 43 l 11Iroud I's; C.WKa 1 3 ) s.s,or -(sz.*h: M - QUAN SHIR e -a 3 - s -, s._. l FOR MATERIALS AND OPERATIONS SEE SKETCH NO. SHEET OF i iol. ) w.,m um e NQ, ( g s-a no i, x -,,,7, .= " ^ ' " "- -. " " " " ' ~ ~ oESisN 0-. FFICE >ANiD....s C w = ' PIPE : til mo i - r /l ELECT n.a sr3 EMERGENCY fHk Pggeg~r o l 4 4-8)* 4 s ' STEEL.s-as =,, - seet HV.A.C,im-s u, r. FAULTED I ****'*""*"g '---g y g _ DESc#terxMr __ CUSTOMER tones utttttles service. y anmarr seeomr_ up 64 ss.s us roe consT ORDER OR CONT.NO. cr-cots rpng m cel.2.m. ft) P.I A ""'I g-- ^ 'h gfgy cg JOB NAME 8=naswhe P.at a a 3 - 1.P.D. Iso. H -2.- teh.40 M IlllRD PARTY INSPECTION 'IY 8 8' d M MA@ u-Las -osa s 4g Data Point-.'EflI % "#.N14 U C (20 ip g y q 6?tv.E upa,..<tr-po t.2 _SMETCH NO-P1 ' 1:st*3
- Aiota.feLh CODE CLASS.,
n 2 a case.Rhrn 8 o P ,T d, N_ '6 # insfi../L Ei&. A V2 'l] '(t'3 t tsl'." #"d ag'.' 3.i ae.,rs' l SHE ET / OF / REV. 4 - -C f 04g3 7 ..e .ose
c O _..n ,c --
- n.,..ym,.. j. w : _ _
-s. .e . ~ AS-BUILT.,Ll.. ': j, zv, rz-t-O M i ' 'fpg... 1.;;. Bd MATERIAL DESCRIPTION E [ X I,c ;.c '>r. ia. i g g c r..(sA.s,is og.sA.m itiDon CERT lFlED :; '... 7 . { %^ i ,L, -~, e,gj;. D w e. c.s c.ss ms m sA-w x 3 .&.',tte71%. s..
- 7) 2.
=.os yng x c. L zWP Tp.w.u,.g, ps,m. in.c,n ~ i~ R i 7* N: *:;y n.] > ' 1: ~ -9 s 9 I TS 4*^' pp 9W1f, A500- MA-GR B \\ y uu.wstsa s.'Lv. no. L, - ~ ~~. h U M DATEfr.244 3 ,,,. b
- ^# w/x Ayu.s k 7 5 4' d
E ' ' ~ s. w. ;s><w e mypag - 4pcc.2-ott-851 S3..g[pifiae, .m reo - . h -f rpe,gg ;w 2 c 4 d .. _.\\.
- j. -.^
8 10 i M,r M : 61 _ 9 37 1,,.,., y.- u s,s.;. s, .:.e g ti;% :.t ,%A ar.e r- -m. -- $,. ) P : k 1 ~ K'. ' niwI X 4.. Ln. ;~
- G
,1 ~ -~ - W ' . HP sr 3 so'p"V 5 ae .,e 1 u' Knw mm SEG'A-W' h,;[{f t.: M '" I' #^"*
- *
- U 5'#FM
.? 'a $ BVLK5 WEST ^ H.f..yf; A
- lily. b{.V
". M sasi A' V*T ~D , p. >,. /
- -.- --wys.
2 -l p..+ t .y, fo U,?; 7 [ S .."..SELTB;9' ;y(b)7 n '. .,f T f (,, ". % REv ersce prica ,u te seu cesse m L i q mar - . h'^ ' V C " N '- '^
- ADOED
'~ ~ ~
- r +H.rt mc 7.h,
//agu McLTJ \\. y 3' IfMM -Ni Pj 6/ ? ! A na **= '"tatt ** P H-aoa' dust of 1% i 2 'dt W ?.' cmc M 65 %sn' .(0. j- = r up '4' 'y. t c M. n ' up a ly- %- f- .an' s..q.,. .s .- i c r 4 e., j l 1.. - ---f,=. .. + fg74 .M ..l
- .v e
2),. !?. Asess ceos solnes: warra 9A. ._8A i = t, as i., ),.. ,.'t.t .s A: f, '
- .~
{i. G '. titt isRHL FOR l s.v. :s. ' g.g .s. .e. M [ ri ' C ' $. '., i ***'.*c"am*p*r*e*sAnom I M LOCATWh8 / g8 ta (" ls.'t 1, -f r-Q -+ .+.-3 G'M" +. +- Ni ns y...;., i y 4p.. y/ p. .i. l e. - ' 3 /* .w'. .. ".. J. Opf- -h. 3-3Y Irl ~/* ~3' ' 4 a = ~ WALL R. YACIW6 WE37' ' ~ ~WALC}l'F' OVOVEST ?'f' OgN. ,~ A - y=JB 1'g ';6. ;.. o, c' l . * [f) Locking devices for .gg r ( l 'I : '. [O2//OI i7
- [!.'
.1 p.a n assength b des DV 'l' I h . not u..is.: Di g ( p.c ocA resci d '.moetEq:Assuc ~- LOCATION PLAN j i ..uu i r s wism' -- -P - -C'
- ^-r fs y J
sava rt sesproat tones (t op) Pare STRESS 15 0 REV MECH AsttC AL REV ELECTRIC AL t Rf'. '/*EC+ W s V a..?.n W e+A.gg.M eq.,gst y,Tgy) q '?'";,R,,* T', ,5l]lq RE F. M2-D 3/ -36 A Mi-O* 0/ l 6 El- 0703 ( 6 rg' / \\ aE: 0868 I$ 0. REW STAuCTUSAL REV H V. A.C. REVF/A eld 45V7DAtyggt; $";JgfigklpudNdy"ga gyJ ggfypp Og. j te w '5EE SHetT '2 oss 2 .e a v. _. cc-a-Aa-ma / 5-ons # a er/-07.57 - 4 aw/=ni,w,,awtw stovtuimm if,rfu. pawss.4m Brown 8 Root. Inc. CLIENT 'IN11 ' E.4 @*=== 7 SUPPORT NO' CC-2-Ot/ 703 M3R 8-* OMElIMAM ~ N l aurnonizeo nuci mese. vEsm noO '*'8 PLANT asuc coor etass 3 ~ * 'a.'<=a' JOB NO. 2323 -SHEET / OFj k. MEV. I '".$.5 g, ,,,m.
- n ? l.
PP.ili.@.M59PR$UV
K. h*' AS;Bl![LT ( vi'ity)P Z.*Tl!IE'D / c.9(, waa:v - '.s. 3_. T g h N '. 0 *2 i .W % D4fA PI SLPPONT LOADS inel PsPE A EI I# I UI k*fl6 oES88N 536 MS84N %f 33 si 3,2r,2_T "5 lb.t ven t. ~ 210- h. #t-M m-s e,,,, a-s ?w) _m sm g.g E-w AUTHORIZED NOCL. INSP. YES@ NOO ,%'y ^urnonizEo noct.insP vEs3 aoO , p g -Sp.o= Asur coot etAss _ A -Sp.ca Asuc coot etAss MVfs i -t1vrc, n[h.ana. +Wl +.105 g n ..,aq . roe L .,a nc , f'q.9c - x,.a v Sir
- 1[.L,...
t)Je 9 .:.uc,: OppjCE ygE oyty esa. cuWi;4.!.m. e.. wpr.. jz, \\ .2 r 10 /B:.Dl ~h raiA PI SUPPonT LOADS Olbel PsPE STRESS IS O. NEW R$ECleAfmCAL REV. ELECTR4 CAL RE W. RE W CE SChaP laOsa .n?- WIF h_ _ L 1Winnit mourArounr.cmsnm.MOAr tiefe. C8smD. oEs 2,E3E L tvap,"L',8,, .r P. a r m. e owes. _pftgi, iso.. nEv. sinucrunAt _ uv. u.v a.c. uv. s caec w a s N ~ ~ cc.7. AS.o52 i 5 Ru b M nc u e wiur a l ur Lees w s :4s.- M Y5 / m-s 1"-- @ Brown 8 Root, Inc. CLIENT T.U S.I. PPORT HO* CC 2.Oll'A33.A(.5E ,("g AurHOR32E0 NUCL. lHsP. YES@ NoO PLANT COMANCHE PEAK g -sp.on AsuE coot CLASS 3
==sim. ts us JOB NO. 2323 SHEET OF REV. so. esse r:nri, a(f00.1 g ~,TJ.. "b 9 L.. l u a w.L. :u b, $h.?,WVi.? " ?>
._. r... :... h-nn - n m.', s. e oimmntm f, e afi.T soYrrsoa [5-D *ee'e'. MATERIAL DESCRIPTION i J B%( 'q 5 1t S R G-OB-PC. EWAV ST R LIT. K , ',, e s 0 y* 2 w/ sec_-on-osn pe PE C t Aug X
- 4 Q*
_fst t 3/4" TH K. C. S. RATE. K g X g s (*~.A-3 4 Al2 SA - 5 t h &R. L51 X X
- )
1 -Va " TH K. C.G. FL AT E ISA-3G nR SA_-Ess.CiR.6Ei g O t T.G. %'t 4"x4" x d'7"LG. (A-soo.GR.s) X X 9 I-T.S.h*'x4* x 4 ~x o*-sa LA. (A *no AR e) K X
- g x
X 'x to 4 %"4 y. so"LG. HILT a KwlM coNCRLrTE k X ~ + x $x ~ ~ AncnoRs. ) 4 1J 4 t"4 e "LG. HI LT I KW I R C ON C_R ET E X MCHONS [ Q,W. 'o AP$g g I ,ir. sog,gcone. g, g, 4 4, i EL84A*-5"
- f. *.
- 16_
N/ V y V _i g 1g N sass h S EL. eta *-IO* 8) a mannmanneAnoas.W srusim 6 fu m, o aw FIELO ORtLL H)8%CeHOLES M G*-C C-E- oil -157.-3
- P:Pr.
- k t*HG %%4 ' Act to sier or L IA e
FIELD ORit't. t+)lW4 HOLE 6 asas sees seetnes: 99% ELEV LKG. WEST n o T e si_
- ====: wiurm
= ~ ~ 03 ocWns'W fas esones sese: M S* 4 G A pg(8Dft W.F.. /w%
- h...
)," *"**,a .h as,saaviescaties / ~ - ea..,
- 1) ALL R OIMt%*tuta g,3
- * */-
e a '{ -p[ p-I T Et.svo-io-f l _st. s vo*- l o-i. d k3 W- ,NY**'2 j--"~~ h c c 2$%' p& dk u g::(- m-m.m e : , y F-A
- 'es.
v_R oric.it-1,, '- o l'O E " ' .SELLIDH A-A .SEL IlO Rth S_ a C L6 CAT 10N PLAN ~ _ureTliiWTt"" liN si.retnicat lip 'A( reits iso arv nava er eieeest tesen to en ens ess= 5-j- y =, ,3fff, neck cc-2-AB-o st. o M r-o 70 s 6 Er-ovos DeGS Mao. Is0 " @f SimuCtueAL REW e4 V.a c.- AEV g _ cc-2-At3 03 2. L. S-o7 35 .g Mr-o757 .i. l
- *l 's Brow'n 8 Root,InC CLIENT T U S I' my a e e ll-h-M
~ {', LT__~ ~~Z PLANT COMA ^tCHE PFA#f auYMontate esuct.pssP. VEs@ sooO d E V. 'd. 0F-( i as-eass meussen.ussas JOB NO. 2 3 2 3 SHEET I y,,, asast cosa class 3 -smaa ww-g{g.glWC KMQg.g = M3 W 3 ~ {\\ L 3. D.: _ .m.. ,.g.,. ,A - q q. : :. 3 . ; p.,. ...,,.,g,, b8 'q' f ,\\ * '\\ .c .,J ____-,.s...
se sw g.. ~ kkf k l! 4 [ ~.Q. A g. y AT g Gi 9 .i A h @5Me i d i I E i il&M.. d { + d ifi t 5-1. 4 is it -). i. E
- o
( E < ?. g-5 g 5 N L'. 3 h Q ' d-p W.\\ $ .d @.E gc a1 E00 0 0 Ss W j lif
- N g $
{ A
- - d 5
s ' 2 y bl BJ s e ( i
- e.
- o o o o v
a. e E a E i m; ::s :> c s.m 5 .e w nuyt.g 0 ad ~* L.' I m s I: a . y[ 0 1 9a m itil (L.:t s -h g =d m.:a 5 g i 0 g E=~= a .3 v. g g [, 6 3 8 b. q g g u .+ :.: c r [ E E$ g a ; I ?, g s
- E g5g C-h 4 i-i i.e
' 4 g.- s, 2.. s ~ ga j a t 1+N r l A N [ U.* e t 4 ~. c. 2 1 5 l 1~5m(s 8 7 I s i 1 e e ( $.k o o c o t ^) go j y j, o 0 0 o 0 M M 03 N C 0 0 I l 0 4 '-b I { gi j>5.l.io = 7 o '!'I 't j j N 3bp. g g o S r n $i - l\\ ill 9 n \\ - g e 3 I 9 5 6 4 = h 5C g J M p I s I (! !.f;.
- All c.
g u w a ,4 J >, 3 g l ' *e '. M P D 3 .f. u Q3 f { j D g k8 a en t.i, s j t .at" 35 E.g. ii '1 l I ; ~9Bfg 't 1 .,a I
.J WGE p.g g3 w, , m ATTACHMENT C ~~ j ~' ~ ~ ,;.y ~ MATERIAL DESIG ~# MATERIAL DESCRIPTION ffEM QTY SA-3 G wo. neco W6 LOGO U-6///Ds - PL/6 - 0/0 A s so d E.S 5 ~>c S x 2S0 x l'-4h"/A. lCUT TD SulT) rf, 1-A s 60, 62.5 -Ts. 2 x 2 x zso x l'- / Yz"d&. (cut 70 SUIT) TG. '/L 2 s4-56 %B5 % " THK. (SEE~ SELL 7/oN A-A '} S l '84 - # lP Yz " y '7" N/L T/- Em//K SOL 7 ( 5 $& "M/M. EMA 5 9 mn nrrror uin ns J A , un vi i sum n w 4.c Ei(OiiNEESiiiO USE Of4LY .m B" - Q> ('eEF.) K;t V C./"8.2.2.- 02 4_-14!R S-- r " e t_. 7B& '- to" (Kei=.) r um,,z/s zh. 7l t J, _,,p,y, NIALl47u'14Pz'i \\ _(7yg) j 1 @'Il n. k_[,3 gig ~ 4 % I '~~ i \\ > '[ kV l2 _A. NM 4 A1 Y Ya Ew i i I
- E l PA (4)%'<6 A! ales )'
.i i m i tu _ ), % Fl 2 EL 789-C (KEF.) ht: f SECTIOAl A -A --l"dkouT(max.5 (N ELEVATIohl Lk'6 MORTH_ MA Y. MVMTS.0Al.] Av. - // A/or5! Foz &&7/. //O 7'ES, SEE CP-A 4 -66f. $,,,go a#er.A forn. :- %, U e OL n 4 e%%M ). ,e T %LGV W aa o IH4.s E.c. n9 /h ret?ASED E02 CONSIRUCTION N 8 DESCFa in~M $'/po,. A Y/ csko Apen TEXAS UTLITES SERk ney orit own COMANCHE PEAK STEAM ELECTRC STATEN s Rv N hEvE u T uT aNcHEs) PIPE SUPPORT ENGINEERING e c s 4 VERI 2/ .59 47 O C' [ 8HTC F- [ + N, C,UP N-S " /O ORAwtNG Mo. h* O8-8-68* 00/-003*3 REV. -s,W,0N E=W iS } // l/7 l O
f i l s. I I Y~ h 'bh$k-h?;k.$>lk$16?$$$',..a- .Eh.',.,5NCQ>& H'. &y.)*y'C.1$.ts '* % T ?{kh h*g'[f,9;{:l.j,.f
- ,y X.
- l':?, :t..G. -'
lL'S. ? 2 r0 i ~O D":? As 45.* ',*;.y :i;. nt .y'!*k.f.s h79h)$y; Yz ~; n-p,:,.,3j.
- j*(lhy f',,.).i M f.;j.
'/j h1%. k ' h[J h" 1 A 8' .c ;,
- M N1n % 2
^: ~ ,,'~ gf 3RRM:3E ha, EQ*%4k .'Gd B B y:Ys k f. N [R A tt$.f5$ , :. ~ :. L '., [ '.h[ 7[P.U('b;$'hik. M h'~ I N
- h. N N hh N N N 1W' Y Y d' N
'.yk UU 'N 4 ' MN!!. ~. E-l e.: *.:.t;gp,WI i .n..A @gg rMAUpw a g v.m n ,, y .mg apg rrw w} N,,I.3Mgg$..<. !.$g (N.g$.M.. g:: ib .$. hah.3.. v..$,..,.50.W .N,.fy.h$1N, -h. 4 5...N.. ,,a, Nk i n.... 4
- m...s ;.- J.-
y f',.g.p.,i .n ., y. :.. ,,,g.: q.; s. 3 ,; : y ,m g4 .;g,.
- ng.
y, y y .z ,.:.pc
- ,,.;;,;y...
.,.;,y
- 7.,prn > m e. 9 Qg.,n g...
5 4., w .. c...g m .,;y. c,,.. . o...3 + c .bi 9, 4y. @.. gip '.rd. W. 4; .'p.. 2. ~...., z. n n. %s v 2a o. ,s.e w n E& ...,A.'..hg?fi; Yg Y.; k E f- % $y$ ~ _*. a
- 4..
q .???.h.ste..g*.e.?.'?-l.. u p 1 0 *. aw e
~
..r.f .^.. 9 Wi ht,?% 9...-% Wy.mh.$. ;...k.' .? 1 w 1: :, -
- r 8.e
.e Td F. e1 '/*.. /.
- li*.'.Q f.. k'.b.d
.,.G. H E..R 3. K -: .O. ~ ~ '
- NWW.~. %,..,,*.
.....,o-e.$ ER..$.?$.. :. il... T 2 ~ T v. ,'n
- $,h.
M. '? ,f g.f. '.. h a =
== S *g ,',1 g g e p.s
- %.D
.~ e g +C e- -m.3 e ~ M b-S e 95 g . -.. -. ~. 4 gg M a -. e
- -t
= s N 4 d =e .W m Q w es. W. b b . M. a. g ~ ~ g S 'u =L ( a y 6 y g 4 , _f w i 2.e* K t,w,.y we
- x.s.
a. M 4 8< .. =. = .* tis w N ,,4 e m. t ~% 'g e a m -w
- t)
Q V
- d s g %
4 y ta,j % u [ . t. v. m e. M. o% o ag. 40 %T % (l - cu. M v W e O e B
r
- y. a#'
- ' ' ' ~~ " ""' CM t.
QTQ-652 ATTACFf1ENT D t q*y~. \\. TEXAS UTILITIES GENERATING COMPANY .; } OFFICE MEMORANDUM To 00 Distribution Dalla.. Texa. March 9, 1984 Subject Resolution of QAI-0001 ~84 ' AGO 15 Pl2 :15 ~- E:T:V.am A Of.cThe!.'uality Assurance Investigation listed above has Q d be'eIn resolved to th'e satisfaction of the Manager, Quality Assurance. No further action is necessary at this time. Please contact the undersigned at 214-979-8890 if there are any questions on this matter. Thank you.
- c. W C4-I Jerry.C. Walker JCW:ln Distribution:
D. N.. Chapman /QE File l D. L. Andrews/ Corporate Security Boyce Grie~r/CPSES QA Initiator (A. Vega) q qi l p-
- ,\\
1 E mJ i I im I l em
j s i ( ( TEXAS UTILITIES GENERATING COMPANY OFFICE MEMOR ANDUM r.,_,_a l ga cien rtose. Texas Februarv 22. 1984 r.' , ;,a, g., Investication of Allecations QAI 50001 ~ In response to your request of 12/20/83 I have investigated the allegations fomarded with QAI #0001. This is the report of my findings. I interviewed the alleger, at his home to obtain additional infor-mation on the matters allegeo in nis letter to Doug Frankum. A copy of this letter is attached (Attachment A). My report of the interview is contained in At?echment Bt During the interview I was given additional allegations as indicated in the interview recort. These additional matters have also been investigated where practicable. In the investigation. I interviewed two persons named b his allegations-- a QC inspector, , and a General Foreman, My reports of these intervic.n w.tained in Attachment C a ~ m ouncent D. I also mc reviewed various procedures, recoros and documentation as approcriate. I have summarized the results of these activit'.3 and have developed my evaluation and conclusion-for each allegation. These are discussed belcw. 1. Improper Marking of Hilti 801ts N nfomation regarding improcer marking of Hilti bolts provided by in the interview was essentially the s - " that contained in his letter to Frankum. It should be noted that had no first hand knowledae of this matter but was reporting wn" = was told. I inter-viewed the QC inspector named by as having received the sta namp lau d by the laborer, and she toic me essentially the same story. She did state that the star stamo found and given to.her was different from that used by QC to mark Sucer Hilti's and she felt if the stamp had been used the different marking would have been noticed on the Hilti. She had never noticed anv avidence that the stamp was used b e craft. I interviewe , the General Foreman named by ho knew that a star stamp nao oeen found and turned in to QC ne had not seen the stamp. Mtated that he had no knowledge of the star stamp being used by crart personnel under his supervision. The allegation of a star stamp being found and turned in to QC was confirmed. The allegation of it being used for improper marking of .M Hilti bolts was not confirmed. .7 2. Improper Welding Based on additional information provided by $during the interview, I. visited the area and identified the pipe support in question to be
( ( A. Vega Page 2 February 22, 1984
- ~-
BR-X-056-726-A53A. attached (Attachment 0).A copy of the as-built drawing for this supoort is weld in question and found everythino in oI reviewed the weld records for the s reviewed during my interview with This information was r. the weldin It should be noted that for using "g procedure specified i heliarc" procedure for the root and hot pass.use was WPS-18010 which p 2 first two passes it is cottonal whether "heliarc" or " stick" i After these is used to complete the held. welding using "heliarc" procedure as alldged byThus com lating the entire weld in que what was done accor welding was done b nn en tho weldino rec. is not improper. This is The records show the s. by a welder named There'is no indication of any involvement by heliarc procedure was confirmed and the proc welded be crocer. The allegation that the weld was imoroperly mMe by ound to was not confirmed. 3. Oversize Holes for Hilti Golts During the interviewhmade an allegation regardino an oversi (15") being drilled in tne floor for a 15" Hilti bolt in a ha ze hole plate. ' the sucport in cuestion as CC-2-070-002-A33RBased on info nger base drawing for this suoport is attachec (Attacnment -) y of the as-ouilt e A coo in the documentation package for this cine sup;: ort to i diThere is nothino recuirement for orsthe approval of an oversize hole.n cate a These are contained in the following:recorts of the QC insoecti I reviewed the suoport. IRMH-195S2. dated 7/1/81 IRMH-53200, dated 2/15/83 IRMH-53257, dated 2/22/83 3 i e These report ^aa' ia icate any nonconforming or unsatisfactory conditions. of oversize h ies ever ceing drilled for Hilti bolts. stated during his interv I made inquiry of pipe support engineering (Jay Ryan) as to whet
- j-oversize hole for a Hilti bolt in the support in cuestion would be of
.A er an g* concern. I was told that it would not be a problem. k' neither be confimed or dismissed.The allegation that an overs o t could the holes for the support in question would be the only way tit appea this matter. In view of the response from Engineering regarding the i o resolve significance of this matter, it does not appear necessary to pur matter further.
7 Y. [ [ A. Vega Page 3 February 22, 1984 ':h. ; t.. 4. Torqueing of Hilti Bolts in Ceiling .] It is my understanding that the allegation regarding QC inspectors relying on craft personnel to check the torqueing of Hilti bolts in places where access is li.aited has been investigated previously. This matter has been discussed in the Licensing Hearings before the ASLB and is recorded in the transcript for September 14, 1982, on pages 4537-4539(AttachmentG). l In view of this, no further investigation of this matter was made, i 7 5. Damaged Threads on.1/2" Hilti Bolt did not prov'ide sufficient information on the location of this problem to enable the matter to be investigatec. Since it was cescribed as an isolated case, it does not aopear that further action is warranted at this time to resolve safety concerns. Of more concern is the allege,d deliberate acg.for frauculent curcoses. If you have questions or ccmments regardinc any ci the acove catters or if you wish me to pursue anything furtner, please let me know. h i c# ..oyce H. Grier SHG/bil Attachments: A - Letter to Frankum # B - Interview uith C - Interview with 0 - Interview with E - Orawing BR-X-05o-eco-4.m ~ F Orawing CC-2-070-002-A33?. G Hearing Jranscript pp. 4537 a539 cc: D. N. Chapm n I
- 0. L. Andrews R. G. Tolson
.j,
m,.. ,,,.,i, s.n. m s ,J 1 ,x = = m ~ ~= t m I, .n.. e, s +- i ...,d..
- q. ~,
~ ~,,
- n...
=
- : a.
q 3< i _o ~5
W-5o D
-(L,m Id. g. l l l s L f &, { .= s i. o. s i i I a a z o r 3 gh_, i = 4 = _u e s.3 86 e 2
- 6. -q x, __#
5 g Lz h p. 2, g.,j d r-1 65 C 5 a s.i dg._6 3! =55 8 n 4% M E_e_ -,u M.~.i. d h.y Q C 4 U 5 -.s /
- m.,
__= 5S M h' t 'IM. p~ n h" C hI w 5 m,cM h. '. o C e m e q o w g 1 z.ud. -e 2 f*.."%.-. ;'g1_ u LL d .n dc 0, = ,v c_a ph. r; 9..Ppc m e :. a
- v. i r.
w A o
- a. 2.F I
g a 2 m
- c. gj
- =
.n 8 Mulq;;;q.=c = pp..,. cp. = y ue. o c w o. y% 3 u ,.,. N
- U i E.M, hp g
9; a e ,f. M..P>e=ssm , d. ,u 3_ f,g u 3~ e, e. .d. A .s _. s,. W ')Q t Q e ,i. n, e.,:i. % t.e .w 3.q,. k __o - C=. -4.. y m e w e o e .a r =; r s ,..;.... t-. g gr q, t.o y 3 ! tim 41ei ( r .gn_ e lh E [ ! I Ib@ d *
- f3s@v 'M N.N e
r r-r-4 P--
- o U apm
.pi a4 = muP M..e., d%.. Wlp Y' IE -MNN..N
- l.. ME.U U_l.I l
$ D r _.r'~,. a. )... a, ,m __. _/.'. *.,.__.. p ~_...,. _.,.,. 4.. e,. _...... _ Q m .+,. o,.. .._ % _ f.._._ .w. y.,. .:.=. _,._j c..;,.. L 5 -...- 3 m,.._.._. ..._=.I ~._. e t m__ _l#I m,, e v
- y. c.
a o,. m 9., \\. _. s. r...__., ..~n., n, i,, .,. a.a , c ....a i,.._ _ i o =_ 1o,. e. = _..n =__ _. r. a > _a ,5. b.....,_.c,,._., m. a. n/ ). _. c n . e_ m, s, 4 . o3 g ,v.,. ,1.,,4s t.i,. - ___. _ _._ y a. /,.8,-. n._.w - - -.. - _J. = m N-_.. _.. 4.3 .o
- x.. L a..
y._. -( s, s._,:. g,-g d [m c . 3 :. - .....4.4 k,h ,... X,_=.i,__.. =...>.3'-7cp;s
- q..L.. Q:.p gm y-:s W<,
d .a e e q. ry
- u,,
et - q s ~; E. s8 1:g;d . p.o.,a._ s, ..g._.e. e.... uh . g._. g =o u i . M..... . s.. 7,s h,. U.. __.. q... .,.a. ,s.s p.s.,t. a... e.. _... <... .,. z .o.
- h..,..,,.. y...
...... r_.. .,_.._.,y,e......_.,.__,. . a... ],.,, %_. m. . n_. o.3 r.... m m. .2 ..;.._..3 u.. .w.,.r n 3.;; .o ... p.., .. v. y p.,......,3 3... . _ =.
- a. l,.,
......... ~... ..r,.. ............. s.. o _ a. .+ ._c , _7 M_.1, _... -.... ..,...}.- .. w... n. a,_./.x.. A.... m. .( g.. 3 .J i .a.-. . r3 _.; _.s.... t . L. p t _ e,. g . y. / 1 v s.J . :...~ x. . c.). .. s t, 7.%. . g, s _.-..t, m+3 :,..,.w, ....._._., 3 s,w..... r 2. + o. 93 _ 4.w.,.a ,v, _.... w. L..,, A.. _ a._. . w.. a ,..,2.. a .w .w. o +u. . n. n._. s. g_._,,., _..d. s 71 1-.. y a, y, 1,. a a .s a a+ s. -.. g_.. i,,, v.r,. g~, u. . _ n,,, y ..s. Q L4;.o yM4. .d n .t n
- p..*
o s- -... J. {. ' '7. _. 4',N, g,..,.. TO .$ f'.L C.'P;( ~~."M "~ i U i*', * ;t ~~g _e .c g
- Ilsh,
- 4
.g ~ m i.5.
- t. _,.
V-e v E .A.,. w,,% !W e
- t 9,!.R.,
--t.. 8.a
- .. ~e Q.0 ;5 ~d n.%
--,') i i 74 f.b Q%./,._+---g.. 7,, 4., D t.,. e ..,4.s.. . d., > *J -.-...i. .h g c ... s.....e.. o s_ _;. .m Wv o.%. y .o .-~.t. y l- .}
- 4..,
.m C. . - - ~. +. .>.m. \\. .a .v, z _., > ,,== $ l .a .%;3 ma< t _c_. _ :n % y y >ag.;b w.. ex , i. rg o.h *.+.? n.c E - -t' Q. .k. )" g. . ' p _, e_,. e.n/ i'1 -1 m-,i..' I t4 gr i1= 1 3@4 .g a a 1 i i n. ' .. u4 --g
- h k-1
_m_."- G .I t L1 n 1c_ y..f. A ~ b, ~ T.~_~~T. i *D W, .N. ~ ~ ' ~ ,j ,,,, ~ .---r--..-?.- .... +. Ib.._..MJV.kly ~- L
.*.. W *--- -.t .6 i.,.. - d";_g -d ~,
- A.. a. 4
.+i+A q
- d
.s j
- . P.
u. n .. -d o 5 .6. ......, 1.. q. ,g ....g q .a.. .j s ... g 2 p, ^ e . -..~. I'- .H p.Li.. p. i...l.. _.e. ,a. e a.7+.. ! c, y ci . 4 ... pg o 3 .a .g. -e . r.. .l o .6 6..a. w e- .'n
- 6..
a E c u O
- C m_-
... !.i.ha.xl. .....t u o s.a, > t.b e Ql %.i e. g. o .,.. _(y I.*~ 8 m a,
- * * ? ' I
- I...
- **[ "n. *e .E 4 E 8-F h' E ,4 a .J ; i u. I .. g... l ga ys.t......a.g+il l e_ o-o a yJ 6 . - -4.. c{ I,,...sa.i.....g}.... y g.e. in m s s.... g ... g.. .o y,. ., p 4... e m x . i Ol. w.p B ,:4.LU..[.:d".; g b b , %*.. Lt.'. e 4,p..A.M..: w a 31 t *.. -E tiF. I, 2 u ci e .4 a s Fz N (.,,) .e....i.e.;.
- ..e.,... i..t,...._ 3 *i..1 't "d E8 =u: C 0_
.1x o e z u .l . u I.. i.__.... l. .s4 F 4. t. ...%u..j.., o.... c., Ble c,e. m a... n. m,_ o xu a s .....a....,., ,,, 'y .7 si,.,. , A,, e i.. ....._.i.. g _.._ L,... e..... m o.-e.d...... s. .._.. _._ _..o M s. t se o = . r.... i y.._.... _s _,,,.,...... ). : i.. 4_ ,.......--i..... *g 4
- 4.. o
.s_.. .ii 3.e t o c. . i.. ,w. : .......:.,.....a..... 7 g .i. .. i... .g. o a. 5.
- a..
.g y u ...w ...g. i. :. l...,A2.....g.,r. .1 .. _.e_ _ r. ..l. .,s,,.... a, ,u,,;%y, . v.q g,.W.,,,.g m.e; s ........l.g. .:n_a.... =5,.) g .g ...., A.... _.o g 3, p .,g .i 3.- sy. -- i. ..y . %... a. _.9 ia: y-g a a - 7;. g,.. =,I. -mg q .g 3... 4_ ... ) sh, u,..e,. o b.,.t._..y,...7.. yI UL h i*,..i..... 3 2; 1 .1.....,.. s,. n g '_ .6 4-g% .t.. .._j -N* c:r: - (1,. ..p..... g. . g . m_ ,.g .,I. ._. i - W 'Ie .L. ,, _,... ~ t,a.... .t. =, ...m . =.... w_. 1_,. j .c g,
- 1... a..._
.. U,,.,. ~ 3.. .._ o.. u y (.j.,.
- o.,... _e. le un
..j,M. g L 2. l .. vii 1.4..d i .I. ... l,_...u....l.. . g.I.._. l... i.. ._g g g. _.n _j.........,. . Q_,,, . _ % ;.g...- n ..v.....: .tu.. ;u,: '" gym s.: o b,,...... _... n.. .... s.t.,... ~. i _. r lq2K_M p, w e.t. .... Q..e.; .e,p............_...... m . R. c....... i. m .u u u .......... s:: _. L. _ _...... .t.f._ _...
- e. e<,......,
2.. .I . L.u...c_.... _.. ~ .u_..._._ -,n. __ 1 .:......... _eo _ _.... 8 e,u n,. ~....... _. m...._...,.,..... g._......-..... o_ n -o.,_..u........,...,_.._.,.c.._..d.
- .. a.
.x., _.. 4 _. ' a- - "3, L,- _... e. ..,,s....
- g. g.. Q.,.. n ;;; A e..
m, . t.&. /...o,m.. s.. ;..,. y.. f.._.._.g o. 44.,). _, e,_f. i, a... e. = .N. I. _a _ ___ _ _1 ,a e a _../ g,,,, *)* e- .,l .L ..a m ._e._..J \\g .n. :.,_.._0.,t.... p ~.. a _i m...__.;. < <d .w. ~.. ,..,.s.. L., m _.___ e.., .,_.a1 _.
- n...
r.. g, ... _ _....,. c. _..,s __ uJ _8 .c.. 1_..,. m n.__.... L..... .. _ - %_.. c. ._____.dI.,............-,..~._ u m .,._t... s M_ i .. w.... _.c..._. ..,.._ _. - --.... n.. f_.~o_ ~. . s...,w. g,,.._.. g_..,.......... ___.....J....._....... . L. .__/... .. = _a. .._. o.., ..,4 y.... c. _.._,.. _,. L..... u. . r. .____.... c. .,........u .e........_.. I_.__ ...c . -J___a.i_ _m i.. .,._u.e.. La __ ...._6.. .....s._._ __ w .s .... ~.
- j. m,' Lr_.f 2,_-_. l.
m ., _. ~ ~ ..o ._ - + a e 4...._
- _.._7.,... n.
m ... u m. _.-- u _ _t_.._ __ ,y~._ q .,._m
- a.,w.t.,
1 i e m,,,,_ 9. _:. s_... . ~, _. _. ~_. w u ,.C .L..-.,_, ,.. w.. ,f. w,... ., ; m_.,.i. ..r..s s _.. go. t ,..._._.. y. o,,, ..t..
- r. w.
.....,1 o__. ..a. .a. .m m_ o i. .... n ,__,,..___.m. .v. w..{" us e.rs s e... p.y ' ' (.r. Pi t ..a - p a..c_eJ_i o+ _%'T~. ~. - U. J".4. ( ,,..i i. _3, m, 1 g i r g.__ u a. _. ..: * ~, ~, ~, ~- M t i' ~ * ~ ' ~- 6 i., s. s ..e3 - l;tfftrl a + 7 n.4 .g._. 'w,., je. g y_ _j-- f ' '-N -)
- EO T_
SW, y.e. n~ -3N(
- wa r yJ' t
c_y.i S __' 1 1 x a - ~. -cw .UT.*F,-.s.N_.<t' _ 4.' m; 5+ .s
- t-
,. c .h_g, $... ^gl _t s..... . m - ~ _. w. ) m..n ,) -. ~ _._s ow=' ~ 2 - d 1GWOY11V i
( \\ c >g 2 4 ,in EE .5 M N d 4 4 57 w = S o] w. o ,o m [e H 6 = "Q l e 9 o h. M e S 8. go E w >. s . a wm
- u s ic mg
= .b-2 5 '0 F" >a - E 9 f .a g r g i g. 3g a .u P3 .p.
- i J* g i
Qo = = v 5 M, Q 1x ...v. -r v tu 17 Eg 4p : 'f .w g. Ej nsosI m m ca Q ~C.c
- .4 10 F9
- L.4
.o 2".- ..A i c:- m9 .i %gs ~ Lt c lC y.) ER 5 .2 m ' --- u 9.w..a. o pb N,R 1 t N N. '.hW_ $ dI it'.d i I I v. ws < ug n =b n" 0 "0 iitti i I i O Cm .!'.,z !=!S'd ) l l N N in 53.. j. g, g MIN I ~ H,l 3 r W c s. 3 ' c., F a c~ m ,= c i N w D J m A ~ " h_ ./. y,, Q $_ y* hr-I. tiu 3 \\ e p Wy! y(. 9 y, -~ m M ~, m. M ...d' e a /jj,% u ~ { -\\ c a ,u / g n a b t'e /vO 4-U E "8 ~ 0 n u,, .=. u 1 v s 7 .Mi I g"- k l + M s i,d. 'm C ,/ 'cl T ,r tu i=9 _ __-r n 2 i --w b* .y ha s-o (_.,._,. h h ~' , 1 e y-s. t E gg% i .s l t-9.....\\. g. _i, % ~ ,c G, j tgN 4 s. .x.su., g". r -(3 'hg k j p. f,' s%u j.:, j . -g.e a. s d su .x g 5 ....u.._... ~ * - - w i'
- n 3
.1,s.s'% s y. .J E - d 1!!3 WH 3y 11y
REL/JED CCda_e.,F0i4DF.NGE ~ ATTACHMENT E TEXAS UTILITIES ESUE ("- SERVICES INC. MTE l PAGE REY-ENGNEERING GUl0ELNE TITLE COVER SHEET o j.8-82l'"' COCKETED FOR -v e. SECTION V ' GUIDELINE
- C l
- REVISONS d[#
HILTI CONCRETE - ANCHOR BOLTS '84 t,GO 15 Pl2:1 5 j PSE PRO 4 ENGR.
- 06.. )Tlv. ~~:.'a
. u i.m I. INSTRUCTIONS FOR FILING GUIDELINE PAGES 1. Remove Section V in it's entirety from the engineering manual and replace with the enclosed pages 1 thru 10. 2. Place this cover sheet directly in front of page 1 Rev. 4. ( e... 1 ~., IE. STATUS OF GUIDELINE PAGES PAGE REVPAGE REV PAGE REV PAGE REV PAGE REV!PAGE REV 1 4 8 3 l 2 5i 9 3 I l 3 3 10 2 4 3 5 3 f.., 6 4 7 3 i i .~
Page 8 of 10 'R;v. 3 SECTION V F / S u n E ~6 .~ TEEAS UTILMES SEEMCES INC. Asues For DALLAS POWEE & LIGHT COMPANT TEEAS ELECTE!C EEEVICE COMPANT t . coMAmCEE FEAE 3.E.8. ~ ALs.awA sLa 2,,oA ct faM MILTI MW//t A NO.$UPRA N/LTI MWin ocLt.1L "T,/S/M6 '4000 Mt onurCAsyg, d' / 2ArcTY FA eren, A.A.pANss 1xs rigs 'AE'd'AEAn~{ ~ No. arss Ane norra Ls7rsA antaa ocr 2T sses VePri-74ttcoesn urren i . HILrtS .S uP2'A H/L T*/S Best sna patr sme. alA samarN fdNstaV GHgAM DIA. LIN6m nrNRMA! JHIAM f* 25" ll o t /4 G S . }g(
- 3 74 "
/991 22e8 2 %" /440 47" 215G 4 $ 4" /090 Y 3 74 ' assG A bin' L E4 K 204G &n" 3029 1' SNr" 24I0 /" G h" G993 55a 7 24co BM~ 99S1 2 Nr" /320 2311 Joh" 19 51 1' 1 3 Y3" /920 /4" BMr* 8 540 929C 4 h" 2400 /0%" 10724 C)h" 2860 3087 193* /2904 4 45" 3300 74" 34o0 P ( _ V" 3 Xe" 2o30 3427 4 \\ 4" 2Geo 5" Ssoo 1 G* 2G00 ' 2G93 7' 4200 1 8" 4600 9" 4700 /* 14" staa $37S 5" s700 6" 4498 o 7" 8* 4818 1" /0" U U /4* S4' 1400 7/S4 Gh" $420 74" C220 j er" G12o 74" 7K60 /04" s/so 4 i i r, I l i I L
vn y ', ,- ) c M .(~ k. 'r g-4 b; ^ ~' * .s y y }t . R-ED Cha 67[c1DNCE ATTAClHENT F
- f.['
,. EKAS UTILITIES GENERATING CO.\\lPANY {N jf,hD frpT r!;t c T (
- p. o. sox son ci.zw 'aose. rzxAS M00 j, f 3
April 19,1934 $.S eg ffD ,. 02 !!O : Yl./C U i Y D.CE 1.C CaED : 5//h /b'V' AGO 73 i \\ > Cygna Energy,' Services Pip;7O , LOG ::o. : -d 7 '101 California // uite 1000 N.' Street
- ' f' f ~4' '
~' S The J f San Francisco, Californin' 94111 hPoss RU. FILE A/ MA - h* (_' t r v Attentiont Ms., Nancy Williams j-Project Manager CD1ANGE PEAK STEAM ELECTRIC' STATION Gentlemen: In response to your handwritten questions provided to TUGCO on March 16, 19, 20, 21 and 22, enclosed is a copy of tie questions followed by 1UGCO's response. Several questions are still under review and will be answered shortly. In addition, questions asked via telephone to Dave Rencher on March 30, 1984, are presently being reviewed and responses will be for-warded by April 27th. If there are any further questions ore.xinents, please.ccatect me or George Grace (Site Ext. 500). i e Very truly yours, '/ TEXAS LTTILITIES GENERATING IDGRT/,v ENGINEERING DIVISION ~, }! 1J L. M. Popplewell 3 Project Engineering Manager ggj IJfP/cp A/# WLl((.4.;S, J. C. Olc, e.tc/Mc,
- d. !U.&ga'}
C. Wce.g th.5A.aLaar 790ha Ps. pct f.at (%m,, ..........,.,m...m.m.,,....,,.....4.,,
,,/ [. Page 8 3 V. a minimum k" working range (generally near mid-travel); travel exists beyond working range limits to reach a fully - For most springs, more than e'xtended or retracted position.This is sufficient to account for the small k" is available. For box frames, the seismic movements seismic displacements. for the supports listed were checked against the designs. In all cases, adequate clearance existed to allow combined thermal and seismic displaceme'nts. CYGNA COMMENT: In reviewing certain MS supports, CYGNA has noted instances 3. where beams with small gaps are used to provide stability, instead of tightening U-bolts (supports MS-1-004-003-572R, for example). In these cases, no analysis is done on the " stability bumpers." CYGNA has performed calculations which show that the load on these " supports" could be quite high, assuming one accepts the instability of this structure during dynamic loading. Has TUSI used this design for any supports with static compressive loads? Also, where is the documentation for the integrity of this support arrangement in general? TUGC0 RESPONSE: The " bumpers" supplied on MS-1-004-003-572R (in lieu of a 3. snug U-bolt) for stability are designed to take an oscillating, momentary load (for a system at 20Hz, the applied load onto the bampers will act less than 0.05 seconds). Hence, the nature of the cyclic load assures stability in that there is not sufficient time for a constant applied force to push the The calculations bumpers back and allow the pipe to lift up. which consider a static upward load are therefore erroneous. The stress in the bumper steel stays within its elastic limit under the impact load and hence will return to its original This design position when the load reverses and pushes down. has not been used on any supports which would experience a Structural acceptability of the static compressive load. bumpers is based on the momentary load of less than 0.05 second duration. Size' of the members, welds, were judged adequate by inspection. March 21, 1984 CYGNA COMMENT: In reviewing MS-1-004-001-C725, CYGNA had the following questions: 1. There appears to be a 7/16" flare bevel weld between items a) 15 and 22. This does not seem possible due to Item 34 Does TUSI have documentation conforming the size and configuration Likewise, the weld (5/16") between 26 and 15? of this weld? u
,p u 7 _ _ - } l* - Paga 9 b) The' model uses a fixed point at the embed plates (3, 6,12, 15 joints). Spec. 2323-55-30, Rev.1, requires these to be treated as pin joints, unless the embedment is stiffened. Where is the stiffener in this calc, and has structural accepted this configuration? ~ c) Per ASME Appendix XVII, Para. 2442, shear loads on connections with both welds and ' bolts must be taken by the welds alone. Item 16 is attached to Beam #21 with both welds and Hilti's.,The weld sizing-calculations done use the bolts to share the shear load. What is TUSI's standard practice in this' type of connection? Is , this weld acceptable?- d) The weight of the constant support itself is not included in the support ~ design load for the frame. A #53 constant weighs - 600 lb. or 5% of the design load. What is TUSI's standard practice for spring anchorage design? TUGC0 RESPONSE: 1. (a) In the NPSI original design, h" wall tube steel was used and the 7/16" flare bevel weld was possible. Modifications made at the site changed most of the steel members to 3/8" wall tube. The weld between items 15 and 22 is a flare bevel weld such that the groove is filled and ground flush to facilitate installation of Item 34. CYGNA is correct in their observation that a 7/16" flare' bevel weld does not exist, the size was inadvertantly not removed during the revision process. The stiffening effect of Item 34 on this joint assures structural acceptability. The 5/16" flare bevel weld between items 26 and 15 is an acceptable - weld since the tube steel thickness is 3/8" (greater than 5/16"). Documentation confirming the size of these welds is on file with QC in their inspection package. (b) See comments dated 3/22, response 1. (c) (Editorial: Items 15 and 19 are connected to j beam 21, not item 16.) The connection to the beam via embedded 1 plate (i.e., by welding) and via baseplate (i.e., by bolting) is at separate locations. As such, each is capable of resisting shear. It should be noted that Hilti joints are designed using bolt shear allowables based on ultimate test loads divided by 5. This is not the standard engineering approach to design a bearing or friction joint using code allowables for the bearing or friction condition. Using our design approa'ch, the Hilti joints, since they are pre-torqued, would perform as a friction joint within their working loads. At ultimate loads all joints (bearing or friction) would act as bearing joints (i.e., slip would occur in the friction connection). (Following comments, in response to CYGNA's comment on TUSI's standard practice are provided here for information only). Connections of the type shown below have been used to some extent where space is limited, sy" Base Plate Fillet Weld ,O "Hilti" Bolt O i Embedded Plates ,A" C
r. , j '* A li,LiNGE gg h Q+ 0 UNITED STATES OF AMERICA g NUCLEAR REGULATORY COMMISSION g,hc m./g vu fy BEFORE THE ATOMIC SAFETY AND' LICENSING BOARD 6 N, In the Matter of }{ 4' e }{ TEXAS UTILITIES ELECTRIC }{ Docket Nos. 50-445-1 COMPANY, et al. }{ and 50-446-1 (Comanche Peak Steam Electric }{ Station, Units 1 and 2) }{ CERTIFICATE OF SERVICE By my signature below, I hereby certify that true and correct copies of CASE's 8/13/84 Answer to Aoolicants' Motion for Sunnary Disoosition Reaardina the Effects of Gaps on Structural Behavior Under Seismic Loading Conditions hava been sent to the names listed below this 13th day of August ,1984, by: Express Mail where indicated by
- and First Class' Mail elsewhere.
- Administrative Judge Peter B. Bloch
- Nicholas S. Reynolds, Esq.
U. S. Nuclear Regulatory Commission Bishop, Liberman, Cook, Purcell 4350 East / West Righway, 4th Floor & Reynolds Bethesda, Maryland 20814 1200 - 17th St., N. W. Washington, D.C. 20036
- Ms. Ellen Ginsberg, Law Clerk U. S. Nuclear Regulatory Commission
- Geary S. Mizuno, Esq.
4350 East / West Highway, 4th Floor Office of Executive Legal Bethesda, Maryland 20814 Director U. S. Nuclear Regulatory
- Dr. Kenneth A. McColloa, Dean Commission Division of Engineering, Maryland National Bank Bldg.
i Architecture and Technology Room 10105 Oklahoma State University 7735 Old Georgetown Road g l Stillwater, Oklahoma 74074-Bethesda, Maryland 20814 -* Dr. Walter H. Jordan Chairman, Atomic Safety and Licensing l 881 W. Outer Drive Board Panel Oak Ridge, Tennessee 37830 U. S. Nuclear Regulatory Commission Washington, D. C. 20555 l l e + - -, ~ n, ,e -m.. ---.----,-w,,, ---,---.,,mm-,- e
a Chairman Renea Hicks, Esq. Atomic Safety and Licensing Appeal Assistant Attorney General Board Panel Environmental Protection Division U. S. Nuclear Regulatory Commission Supreme Court Building l Washington, D. C. 20555 Austin, Texas 78711 John Collins Regional Administrator, Region IV U. S. Nuclear Regulatory Commission 611 Ryan Plaza Dr., Suite 1000 Arlington, Texas 76011 t Lanny A. Sinkin 114 W. 7th, suite 220. Austin, Texas 78701 Dr. David H. Boltz 2012' S. Polk Dallas, Texas 75224 Michael D. Spence, President Texas Utilities Generating Company Skyway Tower 400 North Olive St., L.B. 81 Dallas, Texas 75201 Docketing and Service Section (3 copies) Office of the Secretary U. S. Nuclear Regulatory Commission I Washington, D. C. 20555 21 & hu s.) Juanita Ellis, President (Citizens Association for Sound Energy) 1426 S. Polk Dallas, Texas 75224 214/946-9446 2 _}}