140R1021B0014_Amd_00001_0001.pdf

(x)

140R1021B0014 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

09/15/20210001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

09/15/2021

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose for this amendment is to:

A. Incorporate FAR clause 52.223-99 into the solicitation and subsequent contract (see attachment).

B. Provide the sign-in sheet from the site visit (see attachment).

C. Provide requested photographs of the windows from the interior of the powerplant (see attached).

D. Provide answers to questions from contractors (see below).

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Colby Clifford

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R1021B0014/0001

E. Provide additional and revised drawings (see attached).

F. At this time, the closing date for the submission of bids has not been extended.

1. Question: Will the existing ductwork rather electrical or hvac need to be removed to facilitate expansion joint replacement behind the ductwork, or can the existing joint be left in place in areas where it is not accessible without removing ductwork/bus work?

Answer: Removal of the iso-phase bus will not be allowed.

2. Question: Can holes be drilled through the existing concrete walls and patched afterwards

Answer: This method is acceptable. Concrete repairs should be in accordance with the Concrete

Repair spec. It is recommended the contractor keep holes 18" away from any expansion joints.

Recommend the contractor have a Radar survey of the walls prior to any drilling.

3. Question: Will the government allow the removal of small section of the existing bus work bringing power from the generator to the transformer to be removed and reinstalled. If so, will the government remove small section and replace?

Answer: Removal of the iso-phase bus will not be allowed. Note that the firewall will be 6' taller than currently installed after the

Transformer Fire Protection project is complete.

4. Question: Can we utilize the roof to install an outrigger support system for hoisting the windows? We can provide engineering to ensure the load is spanned correctly. Can a picture and drawing of the roof structure can be provided?

Answer: This method is not acceptable due to the wood plank construction of the roof structure and concerns with repair.

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

3 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R1021B0014/0001

5. Question: Can concrete anchors be installed on the exterior and interior of the concrete structure just below the window elevation to support an access system? This would be an engineered access system for access and all holes would be repaired after completion.

Answer: This method is acceptable. Concrete repairs should be in accordance with the Concrete Repair spec. It is recommended the contractor keep holes 18" away from any expansion joints and have a radar survey completed prior to drilling.

6. Question: On the interior of the building just below the window sill elevation, is the wall a poured concrete wall or has a CMU wall been added?

Answer: The walls are poured concrete.

7. Question: Can you provide a few pictures from the interior of the building looking up at the windows? We would like to see what obstructions are in the window vicinity.

Answer: See attached photos.

8. Question: Semi-Truck deliveries- Where can they unload? How far do we need to travel the windows / equipment?

Answer: The lower parking lot can accommodate semi-trucks, the larger ones may need to back down into the lot though.

9. Question: How many penetrations are there in the concrete wall at the windows that we need to add fire protection? Can we get a quantity to base our bid on?

Answer: The only penetration is the 246'-7" x 9'-4" opening in the concrete for the windows.

10. Question: Where can we locate our dumpsters?

Answer: Dumpsters can be located at the North end of the transformer deck

11. Question: We will require a 20' x 30' laydown area can this be close to the building?

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

4 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R1021B0014/0001

Answer: Yes

12. Question: During the window repairs a 20-30' exclusion zone will be required under the windows on the inside and outside, is this an issue?

Answer: If the exclusion zone is for excluding people, yes. There is equipment under the windows that will remain in place.

13. Question: Will there be a dedicated parking area for our workers?

Answer: Ample parking is available to contractors, but not in the lower parking area.

The parking is less than ¼ mile away.

14. Question: Is the electrical supply near our work area? Do you have 480v 60amp available?

Answer: Yes, see section 01 51 00 Temporary Utilities

15. Question: Is there potable water onsite that can be used?

Answer: No, see section 01 51 00 Temporary Utilities.

16. Question: Will the Bureau of Reclamation provide any equipment assistance- forklift

(unloading).

Answer: Yes, if staffing permits.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

52.223-99 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors.

ENSURING ADEQUATE COVID-19 SAFETY PROTOCOLS FOR FEDERAL

CONTRACTORS (OCT 2021) (DEVIATION)

(a) Definition. As used in this clause –

United States or its outlying areas means—

(1) The fifty States;

(2) The District of Columbia;

(3) The commonwealths of Puerto Rico and the Northern Mariana Islands;

(4) The territories of American Samoa, Guam, and the United States Virgin Islands;

and

(5) The minor outlying islands of Baker Island, Howland Island, Jarvis Island, Johnston Atoll, Kingman Reef, Midway Islands, Navassa Island, Palmyra Atoll, and Wake Atoll.

(b) Authority. This clause implements Executive Order 14042, Ensuring Adequate COVID Safety Protocols for Federal Contractors, dated September 9, 2021 (published in the Federal Register on September 14, 2021, 86 FR 50985).

DocuSign Envelope ID: 10A4FC98-0721-4A14-9A28-456B20F03FC85

(c) Compliance. The Contractor shall comply with all guidance, including guidance conveyed through Frequently Asked Questions, as amended during the performance of this contract, for contractor or subcontractor workplace locations published by the Safer Federal Workforce Task Force (Task Force Guidance) at https:/www.saferfederalworkforce.gov/contractors/

(d) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (d), in subcontracts at any tier that exceed the simplified acquisition threshold, as defined in Federal Acquisition Regulation 2.101 on the date of subcontract award, and are for services, including construction, performed in whole or in part within the United States or its outlying areas.

(End of clause)

Hungry Horse Powerplant Window Replacement Hungry Horse Project, Montana Solicitation No. 140R1021B0014

Drawings

52 00 00 - 1

SECTION 52 00 00

DRAWINGS

PART 1 GENERAL

1.01 DISCREPANCIES, ERRORS, OR OMISSIONS

A. Inform CO of discrepancies discovered on drawings in accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction. Promptly inform CO of discrepancies discovered on drawings. CO will make a determination in writing. Any adjustment by Contractor without such a determination shall be at its own risk and expense.

1.02 PROJECT CONDITIONS

A. Where there are differences as determined by CO between details and dimensions shown on drawings and details and dimensions of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.03 SPECIFICATION DRAWINGS

A. Some drawings show details of fabrication or other details and specifications which are not a part of work under this contract. Disregard specifications and details shown on these drawings which are not applicable to work under this contract.

B. Reference drawings referred to on specification drawings and not considered necessary for contract purposes are not included in specifications.

C. Parts of work for which dimensions are not shown have been drawn to scale as nearly too final dimensions as possible before purchase of machinery or equipment and development of final general and detailed designs.

1.04 EXISTING INSTALLATION DRAWINGS

A. Drawings marked "Existing Installation" show existing condition of installations to be modified under this contract. The revised versions of these drawings show the required modifications to be performed under this contract.

1.05 COLORED DRAWINGS

A. Some drawings are in color to highlight required modifications to existing facilities.

When required modifications are shown on a drawing in color, information on the drawing not shown in color is for information only.

52 00 00 - 2

1.06 TYPICAL DRAWINGS

A. Typical drawings show installations and details of construction which are similar to or approximate to those that are part of work under these specifications. Dimensions and details shown on typical drawings may vary from those shown on construction drawings to be furnished after award of contract.

B. Use typical drawings for bidding purposes only.

1.07 INFORMATION DRAWINGS

A. Drawings marked "For Information Only" in the drawing list are included to show existing features about which knowledge is required to perform work under this contract.

These drawings do not show work to be performed under this contract.

B. If there are differences as determined by CO between details and dimensions shown on these drawings and those of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.08 STANDARD DRAWINGS

A. Standard drawings may show details which are not a part of work under this contract.

Disregard details shown on these drawings which are not applicable to work under this contract.

1.09 COPIES OF DRAWINGS

A. One set of ANSI D sized drawings, except standard drawings, will be furnished to Contractor.

B. Upon request, additional ANSI B sized copies of standard drawings will be furnished to Contractor.

1.10 LIST OF DRAWINGS

A. Drawings listed in Table 52 00 00A – List of Drawings, are made a part of Section C – Description/Specifications.

1.11 DRAWING NUMBERS IN NUMERICAL ORDER

A. Specification drawings are listed in numerical order in Table 52 00 00B – Drawings in Numerical Order.

PART 2 PRODUCTS

Not Used

52 00 00 - 3

PART 3 EXECUTION

Not Used

52 00 00 - 4

Table 52 00 00A – List of Drawings

Sheet No.

Drawing No. Title

General:

1 447-100-315 Location Map

Structural:

2 447-D-60230 Structural – Window Steel Support Assembly – Plans and Sections

3 447-D-60231 Structural – Window Steel Support Assembly – Plans and Sections

4 447-D-60232 Structural – Window Steel Support Assembly – Plan and Sections

Architectural:

5 447-D-60220 Architectural – List of Architectural Drawings, Abbreviations, Symbols, and General Notes

6 447-D-60221 Architectural – Window Demolition and Schedule

7 447-D-60223 Architectural – Window Demolition Details

8 447-D-60224 Architectural – Generator Room West Exterior Window Elevations

9 447-D-60226 Architectural – Window Schedule

10 447-D-60227 Architectural – Details – Window Types A and B

Information Drawings:

11 447-D-94 General Arrangement – Longitudinal Section Thru CL Units

– Frame 1

12 447-D-94 General Arrangement – Longitudinal Section Thru CL Units

– Frame 2

13 447-D-301 List of Structural Drawings

14 447-D-505 Main Units – Units 1 to 4 – Substructure – Outline Plan of Draft Tubes

15 447-D-649 Main Units – Units 1 to 2 – Superstructure – Outline Plan c-Line Wall EL. 3113.50 to EL. 3178.42

52 00 00 - 5

Table 52 00 00A – List of Drawings

Sheet No.

Drawing No. Title

16 447-D-650 Main Units – Units 3 to 4 – Superstructure – Outline Plan c-Line Wall EL. 3113.50 to EL. 3178.42

17 447-D-656 Main Units – Units 1 to 2 – Superstructure – Reinforcement c-Line Wall EL. 3113.50 to EL. 3178.42

18 447-D-657 Main Units – Units 3 to 4 – Superstructure – Reinforcement c-Line Wall EL. 3113.50 to EL. 3178.42

19 447-D-892 Architectural – Exterior Elevations and Miscellaneous Details

20 447-D-894 Architectural – Floor Plan – EL. 3113.50 and Miscellaneous Details

21 447-D-897 Architectural – Control Bay Floor Plans – EL. 3144.75, EL.

3162.25, EL. 3178.50, EL. 3187.25 and Miscellaneous Details

22 447-D-898 Architectural – Control Bay Window Details

23 447-D-899 Architectural – Details: Generator Structure Windows Concrete Openings for Louvers

24 447-D-1142 Structural Steel – Superstructure Framing Plans and Elevations General Design

25 447-D-1143 Structural Steel – Superstructure Intermediate Frame & Longitudinal Bracing General Design

26 447-D-1144 Structural Steel – Superstructure End Wall Frame and Longitudinal Bracing General Design

27 447-D-1321 Structural Steel – Superstructure – Wood Roof Deck – Expansion Joints and Eave Flashing Details

28 447-D-2424 Architectural – List of Architectural Drawings and General Notes

29 447-D-2435 Architectural – Modifications Work – 7th Floor Plan – Control Bay – EL. 3162.25

30 447-D-2439 Architectural – Part West Elevation of Power Plant

31 447-D-2441 Architectural – Window and Room Finish Schedules

Standard Drawings:

52 00 00 - 6

Table 52 00 00A – List of Drawings

Sheet No.

Drawing No. Title

32 40-D-7102 Drawing Border, Sample Title Block, and Signature Lines

33 40-D-60003 General Notes for Concrete Outline and Reinforcement

34 40-D-60004 Minimum Requirements for Detailing Reinforcement

END OF SECTION

FOR INFORMATION ONLY

CMagalong Line

Line

For confinuafion of structure, see Dwg. 447-D-650 kf---------·- .. :1· .. -··· ---· .T-. -· .... ,oco• -·--·--·---f ·--- ·-· ··-·· ....... ________ '��r-____ . _ ·--· ··-··--·---·-----�-______ 60' 0 °- __ ------r-. _ _____ ------·-------------�-- .. o· " ' ' " ' ' " " •'

' " --r- ' ' ' --r-:

k/8

---- --- --:- - - ---2 -O ---------------,-!<----- -------17- 0 ------- --->+<--

-- - - - - - - • -20-0 -- - -- - - -----� r e,,./8>+<- -- - - ------- -20-0 -------------->t<- -- - - - - - ---17- 0'- - --- ------,I-<- -- ----- - - - - -20'-0 ·:__ - - - --- - -----1/8>

SE CT/ON 3 (595)

�LE. VAT/ON c � L /NE.

(UNITS I A!YD 2).

WALL

r o 5 ro

SCALE. OF FEET

r5

::i' -

I .., For focafion of anchor bolts, see Dwq. 447-D-/303--., ,--El. 313/. 00 ':

I I k l 3' ..

- -4 t"s'-' El I -.:. ,- .3122.00 c:: -----IL·-

NOTE.

.£2

For general nofes and reference drawings, 5ee Dwg. 447-D-505.

UNITED STATCS

OEPARTMCNT OF THE INTC!flOR

BUREA.U OF R�CLA MAT/ON

HUNGRY HORSE PROJECT- MONTANA

HUNGRY HORSE POWER Pl.ANT

MAIN UNITS - UNITS I AND 2

SUPERSTRUCTURE - OUTLINE

c- LINE WALL

EL.3113.50 TO EL.3178.42

DRAWN ______ g:_?_,_ ____ sufJMITTl':D_ - - - -- _-I¼ ,_ft_.�- . ----

TRACED ______ J:._L_ ___ _ RE.COMMENDED_

CH/ECK ED _IY,f!LA,_ __ g__/if_ __ APPR0VE.D_ _ _ __

CHI•� 0

Df;.NVE:R

COLORADO __ . JUNE 9, ,950

RECOR[) DRAWING

Job No, {-447-//-0/-0/

FOR INFORMATION ONLY

CMagalong Line

CMagalong Line

CMagalong Line

21 20 )9 )8 17

SECTION 3

ELEVATION·c-LINE

(UNITS .3 AND 4)

WALL

16 15 14

I 0 5 10

SCALE OF FEET

C

:r----�, ..

:.J. ·.:

4,, - ->

SECTION II

:,; It) ,,, It';�

Ii) lrJ. ., 5x3jxj Alum L·-· (For detoils or fro see G. E. Dwgs. No.

W-6385 i' 39 and W-638 5 i'4 7. )--- --cp I

4"•

-< A

ELEVATION -SEC. A-A

DETAIL A

TYPICAL BLOCKOUT DETAIL

FOR GENERATOR BUS OPENING

IN c-LINE WALL.

NOTE

For general notes and reference drawings, see Dwg.44?-0-505

UN!Tl!D STAT/! S Dl!PARTME:NT OF THE: INTERIOR

BUREAU OF RECLAMATION

HUNGRY HORSE PROJECT-MONTANA

·HUNGRY HORSE POWER PLANT

MAIN UNITS-UN/TS 3 AND 4

SUPERSTRUCTURE-OUTLINE

c-LINE WALL

EL.3113.SO TO EL.3178.42

DRAWN ...... -�•.Z:• ......... . SUBMITTED ...•.. ;l�:·,� .. \3,-,� . . , . , · · · ..

TRAGE:D ...•. �._1•1,.F" .... ... , .. . RcGOMME:ND/!D. � · - • • · · · - · ·

CH/!OKE:D./V.._fl_.l"/, .. . 7.X' ... APPROVED.. · · · · · · ·

DEN VE IJ, COL O_RADO, JUNE 9, 1950

RECORD DRAWING

J-447-11-0J-OI

C

FOR INFORMATION ONLYFOR INFORMATION ONLY

CMagalong Line f --...

i' i.

I 14 11 �.� "'· \

,' ':3 I\' , � 1'ttv'£'v, }

GO'·O"

/7 !0"

' 0 �."- (r'j ,:l,i 1:;11

VI . 'r-f..1'-"/ '-:

- I .., I I -4,.

I I:

��=-=/ ='-'t::4=1=�:�:.�:_:'i:°:.· .:.:11,..:.

�, , __ ·-=_-=_-::._-------. .:.._ __ _:.:=·-�::r;� �-·r,�;:i'J' =,--_·-___ -_-_ .. _-_· �__::_ -</�: ___ -:�·- -cy

·.c..,----· __ ,..+----,,..--r-

�,5 1

---- i-·l _ (_E}- 3l�Z. I. Z

,.., ..... �"f..��(!.l,,J

,,I , .- � .... - .. - .

I I

" I

,1 I l

C I

-E1 3//2 57 l�t;•�- \-r- . - ---"'" '-�

�;: 7 I, '1 I I or1r I'

I,... __

I• lC

.b

. I l

8 01'0/'3@9; 4 e ·:-1 (o/818@5' c; (jf a:c g 5"

411-�@,,,•u �

? o,..t 4 I 7 - (,, p I 1, II '.

I <JI

"It1, • 'r, / �' '

<::. ! I), �� ' '·1

I & • 416 ·_9(<:'1 v •.

4- "�

.. f ..

12 Z

I I , o 411-6 f' 11.a, f

1.. '/\ 4q-(., fl1i"I

.i-.,,-;..-l - - -�u-1 411 H,, � r 1.. ' .. + 1 :·

! '-4 �f 41 � 9 Pn.'' • 1 I j 1,.. '2. t ..._

{," : '- "/ " "' � r 7 -(:,@; It 1-1-

._co· J.JB .�f 1-4 of-,M.Z-�, 2 � r

(7'

' 411·"'·

__ IZ"

�12::_

415 -4� +!8 12" -

.!..,":.'79�'3' ,., C ' i!_,, 411·!.o '

';--.:..f,<73'<!''=;., �/9-(p'!J 9"-

-,-@-411-(:, /

• L 30 r. @ ·' sr -. - ··• --,---

- ..... , ..... -�·�1.;J,,;;;;;,.-��-�-::·;�-��;:;,,;;;,:;,;:,,;;;·�-4,•�-;;-:.-..:;·,.t.�·.:.��;::�_ � v

� �-;;;,�:j��-=-��;i;:::':;:;:;:�-�-�= _:· ;::;-::;':�-�-��;_"':;.:::;t;;���--!· �- �,,-;:;-��r�=�- i;-�-::-�-�-�·;--,--::.�-===�·:.�-;;;-;::;;- :;,;, -�·-.t�j';;.t.;;:;;:--:;;---:;;-•;;:-:::--•::;-.• :•::--:::;-:t·r;;r-:-::;---•)> - • --�::-- ..;:: ... ,:; - flS.f��- :·�;r�t��'i.-,pacq .....,._ii-.. ◄ ,_, 5f_�1·-·-- - �12' -s:---· --�-::.... @,2.' -dF..:.. _(�iZ_' ' _Z4�:��,_,i.2..'. @}JNZ" •· '"� _Z,"-;'

- . �4,;_4�� '-+15-11-\ (....+1s-,;.1, <;,�-;,\ .. 4r1·-4l '@ j[' . _ @-4r,·4';.. L41r-fi · 5EC TfON B-8

---+-+--11 'I)

, I I , e 4" 5z

@Z7_)-◄

;i t<

4r1-c, .. l

·r :::L..� :.1·

I Ii j__

11 ....... ,

- - r

SECTION D-D

c 1 3 ') ... ' l l SECTION r I ' L....!.._r._

T, 0 ' L. AL �=-, ,_ ... -...J,..:. _£;. 'E.' 1 7

,..,7 --L/A.£ ::o ..... t '/,_,..:, C

C j,.

/0 , 0 5 ,o {5 ! .• ___ .l _..1 - J--�--L-.J L...l.. L .. -'- ..L..Li _l - L........- L 1._L.J_1-.J

-:::,-.J1 c- o::: ;;;;-=t-T_,_ -- . ,_e:

5:t. ;,:,r:� � ·D ,md le' �r,yJ rr F ..,, ... ,., __

UNITED STATES

OE"ARTMENT OF THE rNTERIOR

BUREAU OF' RECLAMATION

y

'-!L','-!Gt:e.'r /-/Or...5C =.;:___:..._ �� r - 1\"0l-..'.,..,,J.\'.t., HUN:;.f?Y h'Of25E POWER. PLAlVT' f,,JA I,\.! !..J,\.i, T:'5 · UNir.5 I AND f:

SU,t::::>E ,E 5 TlCUC T:.J,eE" -!2.='//\...',cG€CE 1V/Et--..'T c -LlivE V,'11LL

• =!...." 3':3.50 :0 E!.... 3178.42

!I.I,, ::,·',(:,.() 9\ FILE COPY t/-:>7•S-I

�C::TU"1N

TO DRA'd!:S:C .,-:<lD DATA FILES -----·--------------- - - - - --

FOR INFORMATION ONLY

CMagalong Line f

Av-

.. I''

-< I <'.'.l loi'4-3icenfer 1 Z

•.••.•• I

' I I -· /,>" 5t? .,,

- .... ot.,.;;/S' ic..:.·.r. -<J120

. .. II.

u ... :- G7 c•r

GG'·&"

17'-·o ;;

5 c-r-,"= -� -' -- I • ......,,-..,..

G?'-O·'

1:•·-0,·

! 1--·

I ..:

','8'

51::CT/ON 120

I O :1 2 3 I "I,,! I Ii I I I --·---1·----�--� s;;A·LC OP' Fl:/:T

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION -;

, - c-�•=-�-.-'-·\--'O ,_,.,._,, Jl.'J1VG.o!.c.Y Hv,r;;z.S;; · • ,::;,_,,,..1,_ - , · • 1 ,\., .-.,,. M

/-f!.JN6,eY l--/0!2-e>E POY\/c,e PLA;V;.

;'vlA IV IJ:\/ I T::5 • U.\J I TS 3 ,JND �

5D'f"'Ee 5T,eUCTU,e 5' - .eEt,VFCR!CEi\-1E,\l T

- ·L 'NF .,,,, , I - , - y • .,.,.,_,,__

·eL.3113.50 TO EL. 3178.4-2

II,,. ,i"#�t' � . FILE COPY i/-.27.·f/

's!ETURN TO DRAWING AND LJAiA rlLE_S fJ

FOR INFORMATION ONLY

CMagalong Line

Line

Line

=03'

(TRUSS

A3+

(TRUSS)

CG/

(PLAN)

/6 '-10

F4

ROOF BRACING TRUSSES +

r

CGl··--:q

.J__ A7+ I 87+ I A7+ I

,t- C3+ f-.,.-- - -C3 +-·- · >{ + c3--->j

1---·-con ductor rails ♦ + Al--� "·--.

66 !.0 c to c Crone roils r<···-· ------···-·· .• ----------·- ··--->l

I .,._------ - - ------- - -- ------ - ---- - - -----r&,::.e.--CGJ CG3·••>i

.- _,. �I 2-290 Ton crones

H H

.... H

(ELEVATION)

····HS

HR I to HR8 rncl (For one side of catwalk}

--Cover pl extensions

·-• . , ...... BP3

SCHEDULE AND SIZE OF

MATERI AL TO BE FURNISHED

DESCRIPTION

Eave strut

Eave strut

Eave strut c;onaucror roll honaer support Conductor rail bracket support Catwalk bracket Handrail for cat-walk on one side

Crane girder

Crane rprder

Droaon ol bracrna Draaon al bracma Droaona/ bracrna Strut Strut

Girder

Column

Column

Column

Column Bose slab Bose slab Bose slab Cover pla fe extensions Erection cl,os Gusset plate Crane bumoer Roil clip Anchor bors Toe pl 8 clro L Rrvets 8 Bolts

DESIGN

MARK

[52

ES

tSI

ESJ

£S4

HS

BS

BK

HR/ to HRBmcl

CG!

CG3

CG2

DB!

SI

GI

dI, d5, d6dd9, dI0, dI3, 14-, d11, d1e,d21, Cl,C5CC6, C9, CIO, 13, Cit/, Cl1, C/8, C21 d4, d7, dB, d11, d1 2, dis, dl6,d!9,C4-, C7, CB, Cl!, Cl2,Cl5, CI6, C/9 d2, dJ, d20, C2, C3, C20 ml, nf ar-1,Bi'/l•

8P2

BP3

CPI. CP4

CP2 CP 3

EC!

P l

CB

RC

Ml. M2

SIZE OF MATERIAL

/-/OW 29 /Vertrca/J

I IU[ 15 3

rfl ertJca/J

/-8 f // 5 / orrzontal ) /-L 4- xJ x1/,;

/·/0 W 29 (Vert real/ /-8 I: II 5 (Hor rzon ta/) l·l4x3x 1/,:.

!6W-36 ST 4 '.lf'B 5 l-JxJx!I,, /4 li'F30 (cut) I,, 12 Std black pipe

/-36 /AF 300

/-Pf 26 x ¾

2-LS 4 X 4 X 5/4

1 -36 v1F 230 !·Pl 26 x-¼ 2-LS 4X4 x5/., 8 VlF 24 !6W"36 /2 W-21 /6 W-36 12 W:21 /-Web f' 78 x /ft64Flg L 6x6t'12 2Cov of f4x31, UPPER PORTION

2-Flg pf /6 x I /-Web pl 27Y2 x f2

LOWER PORTION

2-F!g pf /8 x I 1/.i.

/-Web ol 47x31,"

UPPcR PORTION 2-Ffg p I 16 x I½ /·Web pl 2672X 3/4

LOWER PORTION

2-Flg pf 22 x !Yi /-Web pl (Above) 46� xt¼ /-Web of iBe/owJ 461/fx3/,;

UPPER PORTION

2-F/g pl 16 x I¾ /-Web pl 26,¾

LOWE.R PORTION

2-Ffg p l 22xl¾ /-Web pf (Above) 46 x I¼ /·Web of iBelowJ 46 x 3/4 30 W-10 8 48 x 5½ x5'-B 36 x 41/zxS'-8 28 X 4 x5'-8 Pf 14 x 1/, Pf !4 .<¾ l6xd.x½ Pf 15 X ½ X /-3 ½

J;/\1 Bor (threaded)

UNIT�D STATES

REF DWG

NUMBER

II 52

114 8

//49

114 6 1 147 /152 1/46 f/41 f/4 68/147 !/4681/41 f/45 /1468/147

/145

11 45

1/46

//46

If 45 f/40 1/40 /140

II 50

f/50 1/45 f/52 If 52

11438//44

See Specs

DEPARTMENT OF THE tNrERIOR

BUREAU OF RECLAMATION

HUNGRY HO"ISE PRO.JEOT- MONTANA

HUNGRY HORSE POWER PLANT

STRUCTURAL STEEL-SUPl=RSTRUCTURE

FRAMING PLANS AND EL£VATIONS

GENERAL DESIGN

DPAWN __ ••• q_�. I:'.\:'._ •. _ .•. SUBMITTED •• ';!'JJ-,�- - . . - - - - - - - - - -

TRACED. _ ,::.!'_L. __ .. PECOMMENDED��--

CHECKEOJX'°.._F-:�<r.. __ ... APPROVED.___ -Je,r��--

D ENVER, COLOR,.DO., MARCH 6, 1950 44 7-D-1142

Job No 1-.a.47-11-01-01 2/"x:36'

FOR INFORMATION ONLY

i: ' i1----~ -i1

-------- Web pl I Above}

2·/36x4xf ···--Column 9 1�==:::::�1 2- Fig pis 22 x if

1-Webpl 46} x 1-;J- (Abo1•e) I -Web pl 46f x } (Below)

... --------Web pl ( Below J

11=9l�=l=illl=lf------ -------- . . -

' I

I ' ' �� ' I ' ' I ' I

I

: /-5 ,<-·•

I I

I I

: ,,a; 2�5 I <-·>k ••

Q

65'-eL t 4'-1-j , ______________ • - - - - - - - - - - - - - - - - - - - - • - - - - -- - - -2 - - - - - - - - - -- - - -- - - - - - - - - - - ---- - - - - - -

- - - - - - - -- - - - - ---> 00· to" 0°

..J1=1�=4lli'9I------------· ---------· --------· --------- -------

; W._r "I ' I ..

0, ' C:

QJ

'l

'J i>

<:i t v'

SECTION £-£ r1142J

( £L £VAT/ON COL LIN£ 7)

FOR SIZE OF MATERIAL AT OTHER COL LINES SEE DWG 447-D· //42

I a,

• ' I "'I

C:

I I I ' I

I ' I I '

<l ' '

-1<:\jl

I§ 3 x 3 x f For i' conductor roil , :

supports · - - •

16 W-36

<o' ;.,·----------·

I I a' I I - '

' o:,, --1(\J:

0:, ' i..o :-, /6 v\C36

11'-o

Br>- ··,--16 W' 35--·-.

16 VF 36

16 W-36 p

SECTION A-A

(£L£VATION)

C, � · · · Af /M,n) thick nut , -1(\J�

"'LL

f'<')J,. _ n � -:.

� 'P

I 5'-of ....c. -------

-/"¢Anchor bar

( Ship loose) s

· -�Typical'

!6W'36 t:::::l

8' �- ->I

SECTION

SECTION

I 5 L5x32x16

·. -Conductor rails

- --Conducto r rail supports

(Not shown ,n Section £-£)

16 W-36

W• W(ASSHOWN)

X•X (OPP HAND)

Conductor z roils - --- --""-

, - - - - -- - - .l.

: fs-' -,._

' I --/ ·Br

__________ t

7Yp1caf /

PLAN

,... r-

} iv ., a , I

SECTION

SECTION

' 'r-- ' 't::, :

<ts ' <o' 't::,'' C)' a' - ' :

+" a,. ' '

C\J'

"'' .,.. ,- ·£/ 3113 50

,. I '

.1 .. ':'"J _y __

T-T (AS SHOWN)

V• V (OPP HAND)

SHOWING COLS. Rf=QU/RING

WEB ANCHOR BARS

I' I �

( For cols cl 8 di see Dwg 447-D-1144}

NOTES

3" Brocmg pis for d1ogonol bracing ond struts 8 thick

For typical details see Dwg 447-D- 1146

UNITED STATES

OEPARTMCNT OF THE INTERIOR

BUREAU OF RECLAMATION

HUNGRY HORSE PRO,JECT - MONTANA

HUNGRY HORSE POWER PLANT

STRUCTURAL STEEL-SUPERST RUCTURE

INTERMEDI ATE FRAME a LONGITUDINAL BRACING

GEN E R AL D E S IGN

OENVER, COLORAOO, MARC!, 6, 1950

447•0•1143

FOR INFORMATION ONLY

CMagalong Line

' 2'5 1 '61 ' /-0-', - 2 I· :, 66-0 c to c crone roils 1<: I<

- _, l<->-r:<- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o to� 1c2J lea'

->-/ Y 1-<- I .--175 11 Lororn rail I -'--------------------------------

1PFc•11<-- -Crane girder

I

I

/·36WF 300

5 I-Pf 26x 8

2- IJ 4 x-4 x_,8,,.2 ________ -

1<c--- Column I 2-Flg pis /8;:l4

/-Web pl 4� 3f X 4

I lib' 1 2-!§6x4xj•

FOR SIZE

I / 7•.. :(::'

• I ,_

SECTION H-H (1142)

( ELEVATION COL LINE I)

OF MATERIAL AT OThER COL LINES SEE Purims not shown

I

I I

I ' I

I

I

I

I

I I v f .

DWG 447·D·ll42

I I, , I i [

I l I

I,!, I,.! • h!.!

I I i '..

l'OI< - -

Conductor h,��-�-11�:a:;::=S::

roils-------·' ('

L 3x3xi for conductor rot!

supports - - - - - -·

I

I

I

C:, I

•c:c I I

/6WF36 -

9:- '

: CO I

I I I I I l6WF36

I c:c :

I '

7s • I

<,c I -- ' I

I I

I

'-Frn1sh column and bose slab ., ______ 24 '- oJ ____ _

,·l6WF36 l6WF36

/6 WF 36

SECTION c-c

(ELEVATION)

a-/'.4 For I Lrne of c& d Lrnes 0-10{ for ltnes 5,9, 13,17 & 6,10,/4,IB of c&. d Lines a-/'.4 for 21 Line af d Line a= !O{ for 21 Ltne of c Line

DETAIL "A"

Brackets fabncc,ted and msfalled by contractor as per construction enqmeers letter of May/0,1951

_ - Conductor rad supports ( Not shown on Section H-H}

Typical) 3 v

0---r�- m}' ,i (M k nut "?: th1c

• I ' y

.l.,,;,- -l't), ___

II

bars- - -l ¢ Anchor ( Sh,p loose )

5j r ·1

• I

3" <i ¢ Anchor bars( Ship loose )

·- 30WFI08

SECTION D-D

t<- - ->

' I

I o· ' ' I () ' •

' I

' '' ' I l , ,- ' - ' " * '---, ' -=- ri

I ,, �

I-<- - - ->t<- - - - ;, I �-------r·-----

I ,J

Q "

J'-o I<- --->1 , 1,c ______ !..

I

I ' I

I p I

_,--{� Anchor bars for

Cols cl & d I only(Ship loose) r

Typ1col for Cols cl, c2, c3, c4, di a d2 la:

SECTION

SECTION

R-R s-s

(AS SHOWN)

(OPP HAND)

NOTES

3,, Brocmg pis for d1oqonal bracmq and struts 8 thick

For typical defai/s see Dwg 441-D-1147

UNITED STLlT£S

DEP ARTMENT OF TH£ INTERIOR

BUREAU O F RECLA MATION

HUNGRY HORSE PROJECT-MONTANA

HUNGRY HORSE POWER PLANT

STRUCTURAL STEEL - SUPERSTRUCTURE

END WALL FRAME AND LONGITUDINAL BRACING

GENERAL DESIGN

DRAWN ____ �·f'l_:_ _ _______ SUBMITT£D____ _ ____ _ _____ --------.

TRAC£Q _____ l}, __ '!_ ______ __ R£COM MEND£D. - - ----

CHECXED. ff,_A': ?f �. ___ AP PROVED_ - - - - - «

1 F £NGIN R ·

DENVER, COLORADO, MARCH 6, 1950 447-D ·ll44

FOR INFORMATION ONLY

CMagalong Line

Line

Line

LAR M TA IOCE N

LAR M TA IOCE NLAR M TA IOCE N

R el ea se d