W912DW19R0003-R0002.pdf

USA ENGINEER DISTRICT, SEATTLE

MONIQUE PAANO

PH: 206-764-6084 FAX: 206-764-6817

MONIQUE.A.PAANO@USACE.ARMY.MIL

SEATTLE WA

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912DW19R0003 Chief Joseph Dam CO2 Fire Suppression System Modernization, Bridgeport, WA

(see continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

1 12

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

16C. DATE SIGNED

BY 19-Apr-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW19R0003

X 9B. DATED (SEE ITEM 11)

21-Mar-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Apr-2019

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912DW

FACILITY CODECODE

EMAIL:TEL:

W912DW19R0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

R0002

1. This amendment two (0002) provides for the following:

a. Revision to General Wage Determination. WA190009, with 2 modifications, dated 03/15/2019 replaces in its entirety, WA190034, with 3 modifications.

b. Revision of spec section 13 48 00

c. Inclusion of additional reference drawings

d. Extension of the proposal due date.

2. The proposal submittal time and date is extended to April 30, 2019 at 10:00:00 a.m. LOCAL TIME. The SF1442 Solicitation, Offer and Award is revised to reflect the date extension.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

Wage Determination (revised) Section 13 48 00 (revised) Additional Reference Drawings (new)

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 22-Apr-2019 01:00 PM to 30-Apr-2019 10:00 AM.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

WAGE DETERMINATION WA9 REV.2

General Decision Number: WA190009 03/15/2019 WA9

Superseded General Decision Number: WA20180034

State: Washington

Construction Type: Building

County: Douglas County in Washington.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019 1 02/15/2019 2 03/15/2019

ASBE0007-004 01/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 53.62 15.87

BRWA0003-002 06/01/2017

Rates Fringes

BRICKLAYER.......................$ 39.46 16.15

CARP0770-016 06/01/2018

Rates Fringes

CARPENTER (Including Cabinet Installation, Drywall Hanging, Form Work and Metal Stud Installation)

EAST OF 120TH MERIDIAN......$ 28.71 16.40

WEST OF 120TH MERIDIAN......$ 29.05 13.93

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL

CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Seattle Olympia Bellingham

Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend

Zone Pay:

0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT

AND PILEDRIVER ONLY)

Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center

Zone Pay:

0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour

ELEC0191-013 06/01/2018

Rates Fringes

ELECTRICIAN

DOUGLAS, CHELAN, and OKANOGAN Counties...........$ 42.45 21.34

ISLAND, SAN JUAN, SKAGIT,

SNOHOMISH and WHATCOM Counties....................$ 44.95 21.42

ENGI0302-016 07/01/2018

West of the 120th Meridian

Rates Fringes

Power equipment operators:

Group 1A...................$ 44.44 19.97 Group 1AA..................$ 45.09 19.97 Group 1AAA.................$ 45.73 19.97 Group 1.....................$ 43.79 19.97 Group 2.....................$ 43.23 19.97 Group 3.....................$ 42.74 19.97 Group 4.....................$ 40.01 19.97

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments)

GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Excavator/Trackhoe, Backhoes: Over 90 metric tons

GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Loaders-overhead, 8 yards and over; excavator/Trackhoe, backhoes: over 50 metric tons to 90 metric tons

GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Excavator/Trackhoe, backhoes: over 30 metric tons to 50 metric tons; Loader-overhead 6 yards to, but not including 8 yards; Dozer D-10;

Screedman; Scrapers: 45 yards and over; Grader/Blade

GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;

Drilling machine; Excavator/Trackhoe, backhoe: 15 to 30 metric tons; Horizontal/directional drill operator;

Loaders-overhead under 6 yards; Crane Oiler-100 Tons and Over; Compactor; Scraper: under 45 tons

GROUP 3 - Cranes-thru 19 tons with attachments; Dozers-D-9 and under; Motor patrol grader-nonfinishing; Roller-Plant Mix; Crane Oiler under 100 tons; Excavator/Trackhoe, backhoe: under 15 metric tons; Forklift: 3000 lbs and over with attachments; Service Oiler

GROUP 4 - Roller-other than plant mix; Forklift: under 3000 lbs with attachments

ENGI0370-017 06/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 27.51 15.95

GROUP 2.....................$ 27.83 15.95

GROUP 3.....................$ 28.44 15.95

GROUP 4.....................$ 28.60 15.95

GROUP 5.....................$ 28.76 15.95

GROUP 6.....................$ 29.04 15.95

GROUP 7.....................$ 29.31 15.95

GROUP 8.....................$ 30.41 15.95

ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00

Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;

Lewiston, Idaho

Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Compactor; Drill Oiler; Rollers, all types on subgrade, including seal and chip coatings

GROUP 2: Fork Lift

GROUP 3: Bulldozer (up to D-6 or equivalent)

GROUP 4: Drills (churn, core, calyx or diamond); Oiler;

Loaders (overhead & front-end, under 4 yds. R/T); Vacuum Drill (reverse circulation drill under 8 inch bit)

GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (hoe Ram) (under 3/4 yd.); Cranes (25 tons & under), Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar)

GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to 110,000 gw); Trackhoe/Excavator (Hoe Ram) (3/4 yd. to 3 yd.); Compactor (self-propelled with blade); Cranes (over 25 tons, to and including 45 tons), Bulldozer, 834 R/T & similar; Loader Operator (front-end & overhead, 4 yds.

incl. 8 yds.); Scrapers, all, rubber-tired; Screed Operator

GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (Hoe Ram) (3 yds & over); Cranes (over 45 tons to but not including 85 tons); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber-tired Scrapers (multiple engine with three or more scrapers); Blade

GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower); Loaders (overhead and front-end, 10 yards and over)

BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale

NOTE:

In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom.

HAZMAT:

Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification.

IRON0014-013 07/01/2018

Rates Fringes

IRONWORKER (Ornamental, Reinforcing and Structural)......$ 33.18 27.82

LABO0238-014 06/01/2018

Rates Fringes

LABORER: Mason Tender - Brick...$ 27.75 12.25

LABO0238-022 06/01/2018

Rates Fringes

LABORER

GROUP 1.....................$ 24.74 12.45

GROUP 2.....................$ 26.84 12.45

GROUP 3.....................$ 27.11 12.45

GROUP 4.....................$ 27.38 12.45

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Pasco

Zone 1: 0-45 radius miles from the main post office.

Zone 2: 45 radius miles and over from the main post office

LABORERS CLASSIFICATIONS

GROUP 1: Flagman

GROUP 2: Form-Stripping; General or Commom Laborer

GROUP 3: Chipping Guns; Concrete Saw; Pipelayer; Mason Tender-Cement/Concrete

GROUP 4: Grade Checker; Gunite; Vibrating Plate

LABO0348-005 06/01/2018

West of the 120th Meridian

Rates Fringes

LABORER

GROUP 2....................$ 25.48 11.49

GROUP 3....................$ 27.89 11.49

GROUP 4....................$ 28.56 11.49

BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,

TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.

TOWNSEND, PT. ANGELES, AND BREMERTON

ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall

ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):

ZONE 2 - $1.00

ZONE 3 - $1.30

BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA

ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall

ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):

ZONE 2 - $2.25

LABORERS CLASSIFICATIONS

GROUP 2: Flagman

GROUP 3: General Laborer; Mason Tender-Cement/Concrete;

Chipping Gun (under 30 lbs.); Form Stripping

GROUP 4: Chipping Gun (over 30 lbs.); Concrete Saw Operator;

Grade Checker; Gunite; Pipe Layer; Vibrating Plate

PAIN0005-025 04/15/2013

Rates Fringes

Painters:

BRUSH AND ROLLER ONLY.......$ 21.23 10.23

PLUM0032-008 01/01/2019

DOUGLAS COUNTY WHICH LIES WEST OF THE 120TH MERIDIAN

Rates Fringes

Plumbers and Pipefitters.........$ 60.46 24.63

* PLUM0598-016 06/01/2018

Rates Fringes

PLUMBER/PIPEFITTER...............$ 50.43 30.16

ROOF0189-012 07/01/2018

Rates Fringes

ROOFER (Includes Roof Tear Off, Waterproofing, and Installation of Metal Roofs).....$ 27.48 12.73

SHEE0066-020 06/01/2017

Rates Fringes

Sheet Metal Worker (Excluding HVAC Duct Installation)..........$ 29.42 20.84

TEAM0690-008 06/01/2017

Rates Fringes

Truck drivers: (ANYONE

WORKING ON HAZMAT JOBS SEE

FOOTNOTE A BELOW)

ZONE 1: LEWISTON ZONE

CENTER

GROUP 3....................$ 26.07 17.30

GROUP 4....................$ 26.40 17.30

GROUP 5....................$ 26.51 17.30

GROUP 6....................$ 26.67 17.30

GROUP 7....................$ 27.21 17.30

GROUP 8....................$ 27.53 17.30

ZONE 1: PASCO ZONE CENTER

GROUP 3....................$ 26.07 17.30

GROUP 4....................$ 26.40 17.30

GROUP 5....................$ 26.51 17.20

GROUP 6....................$ 26.67 17.30

GROUP 7....................$ 27.21 17.30

GROUP 8....................$ 27.53 17.30

ZONE 1: SPOKANE ZONE CENTER

GROUP 3....................$ 26.07 17.30

GROUP 4....................$ 26.40 17.30

GROUP 5....................$ 26.51 17.30

GROUP 6....................$ 26.67 17.30

GROUP 7....................$ 27.21 17.30

GROUP 8....................$ 27.53 17.30

Zone Differential For ZONE 2: ( Zone 1 +$2.00)

BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston

Zone 1: 0-45 radius miles from the main post office Zone 2: Outside a 45 mile radius from the main post office

TRUCK DRIVERS CLASSIFICATIONS

GROUP 3: Trucks, side, end, bottom and articulated end dump (3 yards to and including 6 yds.)

GROUP 4: Trucks, side, end, bottom and articulated end dump (over 6 yds. to & including 12 yds.)

GROUP 5: Trucks, side, end, bottom and articulated end dump (over 12 yds. to & including 20 yds.)

GROUP 6: Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.)

GROUP 7: Truck, side, end, bottom and articulated end dump (over 40 yds. to & including 100 yds.)

GROUP 8: Trucks, side, end, bottom and articulated end dump (over 100 yds.)

FOOTNOTE A - Anyone working on a HAZMAT job, where HAZMAT cerfification is required, shall be compensated as a premium, in addition to the classification working in as follows:

LEVEL C-D: - $.50 PER HOUR - This level may use an air purifying respirator or additional protective clothing.

LEVEL A-B: - $1.00 PER HOUR - Uses supplied air in conjunction with a chemical splash suit or fully encapsulated suit with a self-contained breathing apparatus.

Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours.

SUWA2009-022 05/22/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 16.33 1.32

FLOOR LAYER: Carpet.............$ 23.72 1.98

LABORER: Handheld Drill.........$ 17.17 5.36

LABORER: Irrigation.............$ 11.58 0.00

LABORER: Landscape..............$ 11.08 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 22.05 7.35

OPERATOR: Concrete Pumper.......$ 22.30 5.27

OPERATOR: Mechanic..............$ 24.33 4.33

PAINTER: Spray..................$ 24.80 0.00

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 17.85 3.75

SPRINKLER FITTER (Fire Sprinklers)......................$ 18.02 1.57

TILE SETTER......................$ 18.39 4.26

TRUCK DRIVER: Semi-Trailer Truck............................$ 20.59 5.56

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

The following have been deleted:

WAGE DETERMINATION WA34 REV.3

(End of Summary of Changes)

CJD CO2 Fi r e Suppr essi on Syst em Moder ni zat i on 18023 Chi ef Joseph Dam, Br i dgepor t , WA W912DW19R0003

SECTI ON TABLE OF CONTENTS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

SECTI ON 13 48 00

SEI SMI C RESTRAI NT FOR MECHANI CAL AND ELECTRI CAL EQUI PMENT

PART 1 GENERAL

1. 1 SCOPE OF WORK

1. 2 REFERENCES

1. 3 SUBMI TTALS

1. 4 SYSTEM DESCRI PTI ON

1. 4. 1 Gener al Requi r ement s

1. 4. 2 Equi pment and Syst ems

1. 4. 3 Code Requi r ement s

1. 5 EQUI PMENT REQUI REMENTS

PART 2 PRODUCTS

2. 1 BOLTS AND NUTS

2. 2 UNDERCUT CONCRETE ANCHORS

2. 3 SEI SMI C BRACI NG

PART 3 EXECUTI ON

3. 1 BRACI NG

3. 2 BUI LDI NG EXPANSI ON JOI NTS

3. 3 EQUI PMENT FOUNDATI ONS

3. 3. 1 St eel Channel Foundat i ons

3. 3. 2 Concr et e Anchor age

3. 4 CONCRETE ANCHORS

3. 4. 1 Anchor age

3. 4. 2 Expansi on or Chemi cal l y Bonded Anchor s

3. 4. 2. 1 Gener al Test i ng

3. 4. 2. 2 Tor que Wr ench Test i ng on Expansi ve and Under cut Anchor s

3. 4. 2. 3 Di r ect Pul l Test i ng

3. 4. 3 Over head Anchor age of Pi pi ng

3. 5 SEI SMI C BRACES FOR PI PI NG

3. 5. 1 Longi t udi nal Sei smi c Br aci ng

3. 5. 2 Anchor Rods, Angl es, and Bar s

3. 5. 3 Bol t s

3. 6 Shear Resi st ance

3. 7 Over t ur ni ng Resi st ance

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 13 48 00 Page 1

RTA R0002

SECTI ON 13 48 00

SEI SMI C RESTRAI NT FOR MECHANI CAL AND ELECTRI CAL EQUI PMENT

PART 1 GENERAL

1. 1 SCOPE OF WORK

The wor k cover ed i n t hi s sect i on consi st s of f ur ni shi ng al l l abor , equi pment and mat er i al s t o sel ect , desi gn, and pr ovi de sei smi c r est r ai nt s f or t he equi pment i nst al l ed as par t of t he Wat er Mi st Fi r e Pr ot ect i on Syst em and t he upgr aded CO2 f i r e pr ot ect i on syst em. Thi s i ncl udes al l exi st i ng f i r e pr ot ect i on pi pi ng and equi pment t hat i s t o r emai n whi ch shal l be pr ovi ded wi t h new sei smi c r est r ai nt s.

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ASME I NTERNATI ONAL ( ASME)

ASME B18. 2. 1 ( 2012) Squar e, Hex, Heavy Hex, and Askew Head Bol t s and Hex, Heavy Hex, Hex Fl ange, Lobed Head, and Lag Scr ews ( I nch Ser i es)

ASME B18. 2. 2 ( 2015) Nut s f or Gener al Appl i cat i ons:

Machi ne Scr ew Nut s, Hex, Squar e, Hex Fl ange, and Coupl i ng Nut s ( I nch Ser i es)

ASME B31. 1 ( 2016) Power Pi pi ng

ASTM I NTERNATI ONAL ( ASTM)

ASTM A325 ( 2014) St andar d Speci f i cat i on f or St r uct ur al Bol t s, St eel , Heat Tr eat ed, 120/ 105 ksi Mi ni mum Tensi l e St r engt h

ASTM A36/ A36M ( 2014) Car bon St r uct ur al St eel

ASTM A53 ( 2012) Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A153/ A153M ( 2016a) Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Har dwar e

ASTM A572/ A572M ( 2015) Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A653/ A653M ( 2017) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

SECTI ON 13 48 00 Page 2

RTA R0002

g3endnp9 Highlight

ASTM E488 ( 2015) St r engt h of Anchor s i n Concr et e and Masonr y El ement s

I NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2018) I nt er nat i onal Bui l di ng Code

NATI ONAL FI RE PROTECTI ON ASSOCI ATI ON ( NFPA)

NFPA 13 ( 2016; TI A 16- 1; TI A 16- 2; TI A 16- 3 2016;

Er r at a 17- 1; Er r at a 17- 2) St andar d f or t he I nst al l at i on of Spr i nkl er Syst ems

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t al s wi t h a desi gnat i on of " HDC" ar e t o be submi t t ed t o USACE Hydr oel ect r i c Desi gn Cent er . The f ol l owi ng must be submi t t ed i n accor dance wi t h Sect i on

01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Det ai l Dr awi ngs; G, HDC

Submi t wi t hi n 90 cal endar days af t er dat e of awar d, det ai l dr awi ngs al ong wi t h cat al og cut s, t empl at es, anchor age syst em i ncl udi ng mechani cal speci f i cat i ons of anchor bol t s, er ect i on and i nst al l at i on det ai l s f or t he i t ems l i s t ed. Submi t t al s must be compl et e i n det ai l ; must i ndi cat e t hi ckness, t ype, gr ade, c l ass of met al , and di mensi ons; and must show const r uct i on det ai l s, anchor age, and i nst al l at i on. Al l dr awi ngs must be st amped by t he Pr of essi onal Engi neer ( PE) who per f or ms and st amps t he cal cul at i ons r equi r ed bel ow. Submi t t oget her wi t h St r uct ur al Desi gn Cal cul at i ons.

SD- 03 Pr oduct Dat a

Concr et e Anchor s; G, HDC

Submi t manuf act ur er ' s pr oduct dat a wi t hi n 90 cal endar days af t er dat e of awar d. Manuf act ur er ' s pr oduct dat a must i ncl ude but i s not l i mi t ed t o det ai l dr awi ngs showi ng di mensi ons, mat er i al dat a, al l owabl e l oads and det ai l ed i nst al l at i on i nst r uct i ons, anchor t est dat a i n accor dance wi t h ASTM E488 or copi es of I CC ES Eval uat i on Ser vi ces Repor t s ( ESR) .

Sei smi c Equi pment Cer t i f i cat i on; G, HDC

Submi t wi t hi n 90 cal endar days af t er dat e of awar d, t oget her wi t h desi gn cal cul at i ons and r esul t s i n accor dance wi t h par agr aph

EQUI PMENT REQUI REMENTS.

SD- 05 Desi gn Dat a

St r uct ur al Desi gn Cal cul at i ons; G, HDC

SECTI ON 13 48 00 Page 3

Submi t wi t hi n 90 cal endar days af t er dat e of awar d, st r uct ur al desi gn cal cul at i ons per f or med by qual i f i ed c i v i l or st r uct ur al engi neer s who ar e pr esent l y r egi st er ed pr of essi onal engi neer s ( PE) . The cal cul at i ons must ver i f y t he capabi l i t y of st r uct ur al member s t o whi ch sei smi c r est r ai nt ar e at t ached f or car r y i ng t he desi gn l oad. The desi gn must i ncl ude sei smi c anchor age desi gn and det ai l s. Al l cal cul at i ons must be st amped and si gned by a PE.

Over t ur ni ng Cal cul at i ons; G

SD- 06 Test Repor t s

Anchor Test Repor t s; G, HDC

The t est r epor t s must be submi t t ed wi t hi n 10 days af t er t he t est s ar e made.

1. 4 SYSTEM DESCRI PTI ON

1. 4. 1 Gener al Requi r ement s

The r equi r ement s f or sei smi c pr ot ect i on measur es descr i bed i n t hi s sect i on must be appl i ed t o t he equi pment and syst ems bel ow. Sei smi c pr ot ect i on r equi r ement s must be i n accor dance wi t h I CC I BC. Resi st ance t o l at er al f or ces i nduced by ear t hquakes must be accompl i shed wi t hout consi der at i on of f r i c t i on r esul t i ng f r om gr avi t y l oads. Cont r act or desi gn of sei smi c r est r ai nt s must i ncl ude det ai l dr awi ngs and st r uct ur al desi gn cal cul at i ons.

1. 4. 2 Equi pment and Syst ems

The sei smi c r est r ai nt f or t he f ol l owi ng equi pment and syst ems must be devel oped by t he Cont r act or i n accor dance wi t h t he r equi r ement s of t hi s specification:

( 1) Fi r e Pump/ Wat er Mi st Dr i ver ( 2) Pi pi ng

1. 4. 3 Code Requi r ement s

The desi gn f or sei smi c r est r ai nt s must be based on a Sei smi c Use Gr oup I I I in I CC I BC. The sei smi c desi gn must be i n accor dance wi t h Sect i on 1621 Ar chi t ect ur al , Mechani cal and El ect r i cal Component Sei smi c Desi gn Requi r ement s of I CC I BC. Use spect r al accel er at i on SDS = 0. 524, I P = 1. 50, and z=h=1. Exi st i ng concr et e st r engt h must be t aken as f ' c = 3, 000 psi .

1. 5 EQUI PMENT REQUI REMENTS

Al l equi pment l i s t ed i n par agr aph EQUI PMENT AND SYSTEMS above t o be f ur ni shed under t hi s cont r act must be desi gned, const r uct ed, and assembl ed t o wi t hst and t he sei smi c f or ces speci f i ed above. Pr ovi de Sei smi c Equi pment Cer t i f i cat i on suppor t ed by t est i ng or anal ysi s st at i ng t he sei smi c capabi l i t y of t he equi pment .

PART 2 PRODUCTS

2. 1 BOLTS AND NUTS

Squar ehead and hexhead bol t s, and heavy hexagon nut s must meet t he r equi r ement s of ASME B18. 2. 1, ASME B18. 2. 2, or ASTM A325. Bol t s and nut s

SECTI ON 13 48 00 Page 4 exposed t o weat her must be gal vani zed i n accor dance wi t h ASTM A153/ A153M.

2. 2 UNDERCUT CONCRETE ANCHORS

Under cut concr et e anchor s must be bear i ng- t ype anchor s desi gned t o be i nst al l ed i n a hol e wi t h a coni cal under cut near i t s bl i nd end. The anchor must consi st of a st ud bol t , coni cal nut , expansi on sl eeve, di st ance t ube, washer and heavy hex nut .

2. 3 SEI SMI C BRACI NG

Mat er i al used f or member s l i s t ed i n t hi s sect i on and on t he dr awi ngs, must be st r uct ur al st eel conf or mi ng wi t h t he f ol l owi ng:

a. Pl at es, r ods, and r ol l ed shapes, ASTM A36/ A36M or ASTM A572/ A572M, Gr ade 50.

b. Pi pes, ASTM A53, Type E, Gr ade B.

c. Li ght gauge angl es, l ess t han 1/ 4 i nch t hi ckness, ASTM A653/ A653M.

PART 3 EXECUTI ON

3. 1 BRACING

Br aci ng must conf or m t o t he ar r angement s shown i n t he manuf act ur er ' s dat a as submi t t ed f or gover nment appr oval .

3. 2 BUI LDI NG EXPANSI ON JOI NTS

For any equi pment whi ch ar e r i gi dl y at t ached on bot h s i des of a bui l di ng expansi on j oi nt , pr ovi de f l exi bl e j oi nt s t hat ar e capabl e of accommodat i ng di spl acement s equal t o t wi ce t he f ul l wi dt h of t he j oi nt i n bot h or t hogonal di r ect i ons or a mi ni mum of 2- i nches i n bot h or t hogonal di r ect i ons. The f l exi bl e j oi nt s must al so be capabl e of accommodat i ng t her mal cont r act i on of t he pi pe. Sei smi c br aces f or a pi pi ng r un must not be at t ached t o t wo di ssi mi l ar st r uct ur al el ement s of a bui l di ng t hat may r espond di f f er ent i al l y dur i ng an ear t hquake unl ess a f l exi bl e j oi nt i s provided.

3. 3 EQUI PMENT FOUNDATI ONS

3. 3. 1 St eel Channel Foundat i ons

Pr ovi de st r uct ur al st eel channel f oundat i ons, compl et e wi t h bol t s and dr i l l ed hol es f or anchor i ng t o t he f l oor , f or suppor t i ng t he new cl ean agent syst em ski d as i ndi cat ed on t he dr awi ngs. Channel const r uct i on, pl acement , and dr i l l i ng shal l be as r equi r ed f or mount i ng t he equi pment .

Desi gn t he channel s f or f l at mount i ng f l ush wi t h t he t op of t he equi pment f oundat i on. Level , shi m, and anchor t he channel s t hr ough t he new equi pment f oundat i on i nt o t o t he exi st i ng concr et e f l oor s l ab.

3. 3. 2 Concr et e Anchor age

Concr et e anchor s used t o pr ovi de sei smi c r est r ai nt t o t he equi pment shal l be at mi ni mum 1/ 2- i nch i n di amet er wi t h r equi r ed embedment dept h measur ed onl y i n t he exi st i ng concr et e f l oor s l ab. Sei smi c anchor age t o f oundat i on channel s wi t h st r uct ur al bol t i ng of t he equi pment t o t he f oundat i on

SECTI ON 13 48 00 Page 5 channel s i s per mi ssi bl e pr ovi ded channel i s capabl e of l oad t r ansf er f r om t he equi pment bol t s t o t he concr et e anchor s.

3. 4 CONCRETE ANCHORS

3. 4. 1 Anchorage

Fl oor mount ed equi pment must use under - cut anchor bol t s, except as speci f i ed bel ow. The al l owabl e f or ces must be adj ust ed f or t he spaci ng bet ween anchor bol t s and t he di st ance bet ween t he anchor bol t and t he near est edge, as speci f i ed by t he manuf act ur er . Under cut anchor s must have an embedded l engt h i n t he par ent concr et e equal t o t hat r ecommended by t he manuf act ur er . The al l owabl e f or ces must be adj ust ed f or t he spaci ng bet ween anchor bol t s and t he di st ance bet ween t he anchor bol t and t he near est edge, as speci f i ed by t he manuf act ur er . Concr et e anchor s used i n cei l i ngs must r esi st l oads as speci f i ed i n ASME B31. 1 Power Pi pi ng Code, but must not be l ess t han 1/ 2 i nch.

3. 4. 2 Expansi on or Chemi cal l y Bonded Anchor s

Expansi on or chemi cal l y bonded anchor s must not be used t o r esi st t ensi on gr eat er t han 1, 000 pounds and must have an embedded l engt h equal t o at l east ei ght t i mes nomi nal di amet er of t he bol t . Expansi on anchor s must not be used t o r esi st pul l - out i n over head and wal l i nst al l at i ons except as i ndi cat ed i n par agr aph OVERHEAD ANCHORAGE OF PI PI NG bel ow or t o r esi st v i br at or y l oads due t o r ot at i ng machi ner y. Chemi cal l y bonded anchor s must not be used t o r esi st pul l - out i n over head and wal l i nst al l at i ons i f t he adhesi ve i s manuf act ur ed wi t h t emper at ur e sensi t i ve epoxi es and t he l ocat i on i s accessi bl e t o a bui l di ng f i r e. Expansi on and chemi cal l y bonded anchor s must be i nst al l ed i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons. The al l owabl e f or ces must be adj ust ed f or t he spaci ng bet ween anchor bol t s and t he di st ance bet ween t he anchor bol t and t he near est edge, as speci f i ed by t he manuf act ur er . Pr ovi de I CC ES Eval uat i on Ser vi ces Repor t s ( ESR) I CBO t est dat a t o ver i f y t he adequacy of t he speci f i c anchor and appl i cat i on.

3. 4. 2. 1 Gener al Test i ng

Test expansi on, under cut , and chemi cal l y bonded anchor s i n pl ace af t er i nst al l at i on at no addi t i onal cost t o t he Gover nment . The t est s must be conduct ed by an i ndependent t est i ng agency and t he anchor t est r epor t s submi t t ed t o t he Gover nment . Test i ng must be per f or med on anchor bol t s as descr i bed bel ow.

3. 4. 2. 2 Tor que Wr ench Test i ng on Expansi ve and Under cut Anchor s

At l east one anchor of each t ype of anchor must be t est ed. Tor que wr ench t est i ng must be done on not l ess t han 10 per cent of t he t ot al i nst al l ed anchor s and at l east one anchor f or ever y pi ece of equi pment cont ai ni ng mor e t han t wo anchor s. The t est t or que must equal t he mi ni mum r equi r ed i nst al l at i on t or que as r equi r ed by t he bol t manuf act ur er . Tor que wr enches must be cal i br at ed at t he begi nni ng of each day t he t or que t est s ar e per f or med. Tor que wr enches must be r ecal i br at ed f or each bol t di amet er whenever t est s ar e r un on bol t s of var i ous di amet er s. The appl i ed t or que must be bet ween 20 and 100 per cent of wr ench capaci t y. The t est t or que must be r eached wi t hi n one hal f t ur n of t he nut , except f or 3/ 8 i nch sl eeve anchor s whi ch must r each t hei r t or que by one quar t er t ur n of t he nut . I f any anchor f ai l s t he t est , s i mi l ar anchor s not pr evi ousl y t est ed must be t est ed unt i l 10 consecut i ve anchor s pass. Fai l ed anchor s must be

SECTI ON 13 48 00 Page 6 r et i ght ened and r et est ed t o t he speci f i ed t or que; i f t he anchor st i l l f ai l s t he t est i t must be r epl aced.

3. 4. 2. 3 Di r ect Pul l Test i ng

Chemi cal l y bonded anchor s must be t est ed by appl y i ng a pul l out l oad usi ng a hydr aul i c r am at t ached t o t he anchor bol t . At l east one anchor of each t ype of anchor must be t est ed. Di r ect pul l t est i ng must be done on not l ess t han 10 per cent of t he t ot al i nst al l ed anchor s and at l east one anchor f or ever y pi ece of equi pment cont ai ni ng mor e t han t wo anchor s. The l oad must be appl i ed t o t he anchor wi t hout r emovi ng t he nut ; when t hat i s not possi bl e, t he nut must be r emoved and a t hr eaded coupl er must be i nst al l ed of t he same t i ght ness as t he or i gi nal nut . The t est set up must be checked t o ver i f y t hat t he anchor i s not r est r ai ned f r om wi t hdr awi ng by t he base pl at e, t he t est f i x t ur e, or any ot her f i x t ur es. The suppor t f or t he t est i ng appar at us must be at l east 1. 5 t i mes t he embedment l engt h away f r om t he bol t bei ng t est ed. Each t est ed anchor must be l oaded t o t he desi gn t ensi on val ue f or t he anchor . The anchor must have no obser vabl e movement at t he t est l oad. I f any anchor f ai l s t he t est , s i mi l ar anchor s not pr evi ousl y t est ed must be t est ed unt i l 100 per cent pass. Fai l ed anchor s must be r et i ght ened and r et est ed t o t he speci f i ed l oad; i f t he anchor st i l l f ai l s t he t est i t must be r epl aced.

3. 4. 3 Over head Anchor age of Pi pi ng

Pi pi ng secur ed wi t h over head anchor s i n di r ect t ensi on havi ng a smal l er di amet er t han f our i nches ( schedul e 80) must be secur ed wi t h under cut concr et e anchor s at a mi ni mum of t hr ee hanger s per monol i t h. Pi pi ng secur ed wi t h over head anchor s i n di r ect t ensi on l ar ger t han f our i nches i n di amet er must use under cut concr et e anchor s excl usi vel y. Combi nat i ons of pi pi ng suppor t ed on a s i ngl e over head hanger must be eval uat ed by wei ght per l i near f oot . Combi nat i ons of pi pi ng wei ghi ng equal t o or mor e t han a f our i nch ( schedul e 80) pi pe must be secur ed excl usi vel y wi t h under cut anchor s when suppor t ed over head. Combi nat i ons of pi pi ng wei ghi ng l ess t han a f our i nch ( schedul e 80) pi pe must be secur ed wi t h a mi ni mum of t hr ee under cut anchor s per monol i t h when suppor t ed over head.

3. 5 SEI SMI C BRACES FOR PI PI NG

Pr ovi de t r ansver se sei smi c br aci ng f or st eel pi pe at i nt er val s not t o exceed t hose speci f i ed i n sect i on 13 48 00 SEI SMI C RESTRAI NT FOR MECHANI CAL AND ELECTRI CAL EQUI PMENT. Br aci ng must conf or m t o t he r equi r ement s and be capabl e of r esi st i ng sei smi c f or ces as speci f i ed i n t hi s sect i on. Tr ansver se br aci ng must not i mpede l ongi t udi nal movement of t he pi pe i f i nst al l ed t o r est r ai n a s l i p suppor t . Al l r uns ( l engt h of pi pe bet ween end j oi nt s) must have a mi ni mum of t wo t r ansver se br aces.

Al l f i r e pr ot ect i on pi pi ng must be br aced i n accor dance wi t h NFPA 13.

3. 5. 1 Longi t udi nal Sei smi c Br aci ng

Pr ovi de l ongi t udi nal sei smi c br aci ng at mi ni mum one f or each monol i t h.

Al l r uns must have a mi ni mum of one l ongi t udi nal br ace. Do not use br anch l i nes, wal l s, or f l oor s as sei smi c br aci ng. Pl ace l ongi t udi nal sei smi c br aces i n such a manner t hat t hey do not i nt er f er e wi t h t her mal expansi on requirements.

3. 5. 2 Anchor Rods, Angl es, and Bar s

Bol t anchor r ods, angl es, and bar s t o ei t her pi pe cl amps or pi pe f l anges

SECTI ON 13 48 00 Page 7 at one end, and cast - i n- pl ace concr et e or masonr y i nser t or c l i p angl es bol t ed t o t he st r uct ur e on t he ot her end.

3. 5. 3 Bolts

Bol t s used f or at t achment of anchor s t o pi pe and st r uct ur e must be not l ess t han 1/ 2- i nch di amet er .

3. 5 EQUI PMENT SEI SMI C RESTRAI NT

3. 5. 1 Fl oor Mount ed Equi pment

3. 6 Shear Resi st ance

Fl oor mount ed equi pment must be bol t ed t o t he concr et e deck. Requi r ement s f or t he number and i nst al l at i on of bol t s t o r esi st shear f or ces must be i n accor dance wi t h par agr aph CONCRETE ANCHORS above.

3. 7 Over t ur ni ng Resi st ance

The r at i o of t he over t ur ni ng moment f r om sei smi c f or ces t o t he r esi st i ng moment due t o gr avi t y l oads must be used t o det er mi ne i f over t ur ni ng f or ces need t o be consi der ed i n t he s i z i ng of anchor bol t s. Fact or of saf et y agai nst over t ur ni ng must be 1. 3. Pr ovi de over t ur ni ng cal cul at i ons t o ver i f y t he adequacy of t he anchor bol t s f or combi ned shear and overturning.

- - End of Sect i on - -

SECTI ON 13 48 00 Page 8

U.S. ARMY ENGINEER DIVISION N.P.

4 1

A

B

C

D

A

B

C

D

3 2

COLUMBIA RIVER WASHINGTON

CHIEF JOSEPH DAM

CHECKED:

DRAWN:

DESIGN:

DATE

SHEET:

DESCRIPTION

LEVEL SCAN: PF:

REV APPROVED BRANCH

APPROVED:

CH, CHIEF JOSEPH DAM TECHNICAL SECTION

DATE PREPARED:

DRAWING NUMBER

SEATTLE, WASHINGTON

SCALE:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

MICROSTATION V8

CONTRACTOR DRAWING NUMBER

14-132-133

GOVERNMENT

ALLIS CHALMERS

GOVERNMENT

GOVERNMENT

GOVERNMENT

WA-2-FB-12

FREQUENCY COMPENSATED REGULATOR SCHEMATIC

ELLIOT D-1732-E EXCITATION CUBICLE SCHEMATIC & CONNECTION DIAGRAM

ITE

LEEDS & NORTHRUP

PELTON WATER WHEEL

CJP-2.1-6-9D4/1 STATION SERVICE SWITCHBOARD SO

CJP-2.1-6-9D55/1 & /2 STATION SERVICE WIRING AROUND UNITS

CJP-9-6-9D24/2 THRU /5 STATION SERVICE CONTROL SCHEMATIC DIAGRAM

CJP-9-6-9D25/1 STATION SERVICE ONE LINE DIAGRAM CRITICAL BUS

207830 NEUTRAL BREAKER SCHEMATIC

FREQUENCY CONTROL STATION SERVICE UNITS

A-35024-25-01 GOVERNOR SCHEMATIC

STATION SERVICE

CONTROL SCHEMATIC DIAGRAM

NOMENCLATURE

SYMBOL DESCRIPTION

REFERENCE DRAWINGS:

CJP-9-6-9D24/1

AS SHOWN 1 OF 6

050017 1-13-3

11-JAN-2005

JEE

BJW

Matthew S. Walden, PE

11G SEL 300G GENERATOR MULTIFUNCTIONAL PROTECTIVE RELAY

( ) LETTERS IN PARENTHESES INDICATE LOCATION OF DEVICE

X,Y AUXILIARY RELAYS

UOS UNIT SELECTOR SWITCH

TSR REMOTE

TSL LOCAL

TS TRANSFER SWITCH

T01 STATION SERVICE TRANSFORMER

T SELSYN TRANSMITTER

SS SYNCHRONIZING SWITCH

SOS SYSTEM OPERATION SELECTOR SWITCH

S0 STATION SERVICE SWITCHBOARD

R,L RAISE, LOWER

R SELSYN RECEIVER

MOR MILLISECOND OPERATIONS RECORDER

LS LIMIT SWITCH

LCR LIGHT CONTACTOR RELAY

GN GENERATOR NEUTRAL

FTES SOUTH BUS

FTEN NORTH BUS

FTE FREQUENCY TIME ERROR CONTROL

FF FLAT FREQUENCY CONTROL

DOCR RAISE

DOCL LOWER

DOC DIGITAL OPERATIONS CONTROLLER

CST TRIP

CSO OPEN

CSLC LAMP CUTOUT

CSL LOWER

CSC CLOSE

CS CONTROL SWITCH

94 TRIPPING RELAY

90 VOLTAGE REGULATOR

88 AUXILIARY MOTOR

87T TRANSFORMER

87GX GENERATOR DIFFERENTIAL LOCKOUT

86G GENERATOR LOCKOUT RELAY

81 FREQUENCY RELAY

70VR VOLTAGE ADJUST MOTOR

70M RHEOSTAT MOTOR

70 MOTOR-OPERATED RHEOSTAT

65R,L RAISE, LOWER GOV. MOTOR CONTACTORS (FREQUENCY CONTROL)

65NL SPEED-NO-LOAD SOLENOID

65MS SPEED ADJUSTMENT (SYNCHRONIZING) MOTOR

65ML GATE LIMIT MOTOR

65LX REMOTE STOP RELAY

65 GOVERNOR

64 GROUND RELAY

63QU UNLOADER SW. (NORMAL OPERATION)

63Q2 EXTREME LOW PRESSURE (SHUT DOWN)

63Q GOVERNOR OIL PRESSURE

62W TIME DELAY COOLING WATER SHUTOFF RELAY

52(h) INTERLOCK ON DRAWOUT BREAKER HOUSING

52 AC CIRCUIT BREAKER

51V VOLTAGE RESTRAINT

51N RESIDUAL OVERCURRENT RELAY

51 AC OVERCURRENT RELAY

4X REMOTE START RELAY

4TD TIME DELAYED START RELAY

49 TRANSFORMER THERMAL RELAY

48 INCOMPLETE SEQUENCE RELAY

43 TRANSFER SWITCH

42Q GOVERNOR OIL PUMP

42 MOTOR STARTER

41 FIELD CIRCUIT BREAKER

38T TURBINE

38G GUIDE

38TH THRUST

38 BEARING THERMAL RELAY

33-6 SPARE

33-5 SPARE

33-4 CLOSED ABOVE ZERO GATE (ANUNCIATOR)

33-3 CLOSED AT END BELOW SPEED-NO-LOAD (33X)

33-2 OPEN ABOVE ZERO GATE (BRAKES)

33-1 CLOSED ABOVE ZERO GATE (DOME LIGHT)

33 TURBINE GATE POSITION SW.

29 BUS SELECTOR SWITCH

27 UNDERVOLTAGE RELAY

24 BUS TIE CIRCUIT BREAKER

20WO OPENING RELAY

20WM OPERATING MOTOR

20WCL CLUTCH

20WC CLOSING RELAY

20W COOLING WATER VALVE

20A AIR BRAKE

20 ELECTRICALLY OPERATED VALVE

18 ACCELERATING SW. CLOSED AT & ABOVE 100 RPM (AUTO START)

13 SYNCHRONOUS SPEED SW. CLOSED AT & ABOVE 490 RPM (AUTO START)

12 OVERSPEED SW. CLOSED ABOVE 720 RPM (TRIP 12X)

11 CONTROL POWER TRANSFORMER

8 CONTROL POWER CIRCUIT BREAKER

5 EMERGENCY STOP SW. (COMPLETE SHUTDOWN)

4X REMOTE START RELAY

4TD TIME DELAYED START RELAY

4 MASTER RELAY

2 TIMING RELAY

INSTALL

PC

4X 4N

NC

4S 48X 48 4 4TD

18X SIREN 13X 12X

38X 63QX

52X

U O

S A

65LX

b

4Y

LX

NX

SX

TO GOV TO GOV

G E

N E

R A

T O

R

P

T

T R

A N

S

G

G

G

G

13XX

R34

(G01)

SWITCH

LIGHT

DOME

R

D

L

A

RO

1 2 2 1

Y

X

AUTOMATIC STARTING

S T

A R

T

S T

O

S I

M I

L A

R

T

U N

U O

R a a

UOP

UOR

UOS

b

V1

S P

E E

D

A

J

U S

T

N

2 USR

USL

V2

T H

W

G

C O

N T I

N U

P

G H

T

4N4X 4S 4848X 4 4TD 18X 13X 12X

38X 63QX 13Y 52X

EMERG. STOP DEV 5 CS(S0)

b a

W W

W W W W W W R

CS (SO)

DEV 29

1 2

X

X X

X

1 2

X

X

X

FV

OFF

3 4 5

SPEED ADJ CS

X

X

(SC11)

STOP

(SC11)

START

(SCC4)

START

(SCC4)

STOP

(SCC4)

RAISE

(SC11)

RAISE

(SCC4)

LOWER

(SC11)

LOWER

T H

W

G

C O

N T I

N U

L

W

L

F T

(SO)

(S0)

(SO) (SO)

(S0)

RESET

HAND

(SO)

TD 35 SEC.

(SO) (SO) (SO)

(SO) (WALL) (SO)

RESET

HAND

(SO)

(SO) (SO)

SYMBOL

GEN.

(S0) (SC11) (SC11) (SCC4) (SCC4)

(SO)

(A)

(SO)

PINION IS IN MESH.

OPENS WHEN HANDWHEEL

CUTOUT SWITCH ON GOVERNOR

N BUS

4X 4N

NX

52N

87GX

48X

AUTO

SX

S BUS

4S

52S

4X

48X

TDC

4N 4S

4TD

18 18X

4N 4S

18X

13Y

US01

RHEO.

RESP.

GOV.

R

CS

L

CS

12X

5 94 LCR

(A)

AUTO

CS

52N 52N (h)

52S 52S (h)

Q2

QX

GX

X

(2)

T

(2)

G

(2)

TH

N

S

S

4N

62W

SIREN

4N

4S

4S

62W

SIREN

48X

4N,S

48X

18X

18X

SIREN 12X

86G

ANN

LOWER

LOWER

OFF/AUTO

RAISE

86G

ANN

MOR

86G

ANN

MOR

13X

86G

52 TC (GN)

CENTRAL

(SO)

START

AUTO

CS

N RAISE

N&S

N&S

DOC

ANN

13XX

PROTECTION

01-CH1

GOV ALIA

4 4Y

4Y

4Y

(436,438)

GOV ALIA

65LX

STOP

AUTO

CS

OPEN)

BREAKER

WHEN

(ENERGIZE

52X

(SO)

65LX

4Y

4N,S

13XX

P1C

N1C

S

N

27SX 27NX

52SCX

4S

4S

DOC

ANN &

52NCX

4N

4N

DOC

ANN &

SD

X

X

X

(SO)

13XX

52N,SCX

REG(1X&83) 65LX

65LX

REG(52GX)

LCR

LIGHT

DOME

(G01)

86G3 a a

87GX

86G a

87GX

86G

RTB2

b

RTB2

RTB2

PCb

G X

G

B

(SO)

(OUT201)

11G

(OUT202)

11G

G X b

RESET

HAND

87GX

G

B

(SO)

RESET

HAND

86G

86G

SP

SP

SP

SP

SP

SP

SP

G B

86G

41 43

NC

SP

PR_

396a

AP0_

NB35

757(REG)

350(41TR)

393b(4N/4S)

166(52N TC)

401a(4)

166(52S TC)

409a(4Y)

T19(ANN & DOC)

NB35B(GOV)

SP

87GX

SP

SP

SP

SP

SP

SP

G B

87GX

41 43

NC

SP

87GX

PR_

393b

401a

409a

AP0_

756(REG)

350(41TR)

393a(4N/4S)

166(52N TC)

166(52S TC)

409(4Y)

NB35A(GOV)NB35B

401(4)

T20(ANN)

220(52TC NEUTRAL)

PYO_

PC

0249(C02)

448(86G)

IN101

A17

A18

IN102

A19

A20

IN103

A21

A22

IN104

A23

A24

IN105

A25

A26

IN201

B25

B26

52A

XP19

IN202

B27

B28

52A

XP20

IN203

B29

B30

IN204

B31

B32

52A

(XP25)

XP23

52A

(XP26)

XP24

52A

(GN02)

GN01

86G 87GX

52A

(XP23)

XP25

52A

(XP24)

XP26

RTB3 RTB3 RTB3 RTB3 RTB3 RTB1 RTB1 RTB1 RTB1

RTB2

Z25

Z26

11G

A01 A02

A03

A05

A07

A09

A11

A13

A15

A04

A06

A08

A10

A12

A14

A16

B01

B03

B02

B04

B06

B08

B10

B12

B14

B16

B18

B20

B22

B24

B05

B07

B09

B11

B13

B15

B17

B19

B21

B23

A18A17

A20A19

A22A21

11G(300G)

B26B25

B28B27

B30B29

ANN(50G)

ANN(50BF)

ANN(64F)

ANN(RELAY)

87GX TRIP

86G TRIP

XP19 TRIP

XP20 TRIP

GN0_ TRIP

SP

SP

A25

A23

A26

A24 B31 B32

52A

(XP25)

XP23

52A

(XP26)

XP24

52A

(GN02)

GN01

86G

87GX

52A

XP19

52A

XP20

52A

(XP23)

XP25

52A

(XP24)

XP26

210 220(52TC NEUTRAL)

ANN(TRIP)

ANN(64G)

SP

SP

SP

B34B33

B36B35

SP

SP

(IN_)

SEL

PC_

PC SEL(IN_)

(XP25)

XP23 TRIP

(XP26)

XP25 TRIP

(XP23)

XP25 TRIP

(XP24)

XP26 TRIP