Am-0003_W9128F-18-R-0004.pdf

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 items 8 and 15, and returning or (c) By separate letter or electronic communication 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 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0003

SBIRS OPERATIONS SUPPORT FACILITY (SOF), CRWU 09 3002, BUCKLEY AFB, COLORADO

See attached documentation for content of the amendment changes to RFP

Date for receipt of proposals is 26 MAR 2018 at 1400 hours

Government Point of Contact: Stephanie Harr, Contract Specialist (402) 996-3713

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F18R0004

03/05/2018

01/26/2018

03/05/2018

Am #0003 - 1

Am #0003 - 2 (Continuation of SF30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F18R0004 :all amendments may cause rejec-:

:tion of the offer. See FAR : Date of Issue: 26 JAN 2018 :52.215-1 of Section 00 21 01. : Date of Receiving Proposals:

26 MAR 2018

Amendment No. 0003

05 MAR 2018

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Design and Construction of SBIRS OPERATIONS SUPPORT FACILITY (SOF).

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes)

(1) Section 01 30 00.24 Attachments, add General Wage Rate Decision CO180012. General Wage Rate Decision Number CO180012 dated 03/02/2018 is included as an attachment to this Amendment.

(2) Section 01 30 00.24 Attachments, delete General Wage Rate Decision Number CO180026 in its entirety and substitute General Wage Rate Decision Number CO180026 dated 03/02/2018. General Wage Rate Decision Number CO180026 dated 03/02/2018 is included as an attachment to this Amendment.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this Amendment. For convenience, on the revised specification pages, changes have been identified by highlighting text. (All portions of reissued specification pages shall apply whether or not changes thereon have been indicated.)

Pages Deleted Pages Substituted or Added 01 33 00.36 01 33 00.36 01 33 00.38 01 33 00.38 01 33 29AT1 – HPSB Checklist 01 33 29AT1 – HPSB Checklist 01 82 00 01 82 00 01 83 00 01 83 00 01 84 00 01 84 00 01 86 10 01 86 10 01 86 13 01 86 13 01 86 26 01 86 26 01 89 00 01 89 00 02 41 00 02 41 00 Appendix B Appendix B Appendix E Appendix E (pgs 63-71 added)

Am #0003 - 3 (Continuation of SF30)

c. Drawings (Reissued). The following drawing(s) are revised with a revision date as indicated in the title block, and reissued with this amendment.

(1) Sheet G-008, SOF CONTRUCTION – FREE ZONE

(2) Sheet G-009, GENERATOR BUILDING – FREE ZONE

(3) Sheet G-010, BUILDING DEMOLITION – FREE ZONE

(4) Sheet CU108, UTILITY PLAN AREA 108

(5) Sheet A-112, CONCEPT FLOOR PLAN, AREA B

(6) Sheet I-110, FIRST FLOOR FURNITURE PLAN - COMPOSITE

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal thereby occasioned.

Electronic Proposals shall be delivered via AMRDEC Safe Access File Exchange (SAFE), https://safe.amrdec.army.mil/, to the USACE Contracting Activity at the following email addresses:

Stephanie.A.Harr@usace.army.mil and Denise.M.Cramer@usace.army.mil

3. Offers will be received until 2:00 p.m, local time at place of receiving proposals, 26 MAR 2018.

Attachments:

General Wage Rate Decisions CO180012 dated 03/02/2018 CO180026 dated 03/02/2018 Specification Pages listed in 1.b., above Drawings listed in 1.c., above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

05 MAR 2018

NEP/2160

This page was intentionally left blank for duplex printing.

Am #0003 CO180012 - 1 03/02/2018

General Decision Number: CO180012 03/02/2018 CO12

Superseded General Decision Number: CO20170012

State: Colorado

Construction Type: Heavy

Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 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 $10.35 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 2018. 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 01/05/2018 1 01/12/2018 2 02/02/2018 3 02/09/2018 4 03/02/2018

Am #0003 CO180012 - 2 03/02/2018

ASBE0028-001 07/01/2017

Rates Fringes

Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems)....................$ 30.73 14.23

BRCO0007-004 01/01/2018

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS AND

JEFFERSON COUNTIES

Rates Fringes

BRICKLAYER.......................$ 27.98 8.53

BRCO0007-006 05/01/2017

EL PASO AND PUEBLO COUNTIES

Rates Fringes

BRICKLAYER.......................$ 25.32 9.90

ELEC0012-004 01/01/2018

PUEBLO COUNTY

Rates Fringes

ELECTRICIAN

Electrical contract over $1,000,000..................$ 27.95 11.40+3% Electrical contract under $1,000,000..................$ 24.85 11.40+3%

ELEC0068-001 01/01/2018

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER, AND WELD COUNTIES

ELECTRICIAN......................$ 34.70 15.07

ELEC0111-001 09/01/2017

Am #0003 CO180012 - 3 03/02/2018

Line Construction:

Groundman...................$ 25.68 25.25%+$5.75 Line Equipment Operator.....$ 31.35 25.25% + $5.75 Lineman and Welder..........$ 44.92 25.25%+$5.75

ELEC0113-002 01/01/2018

EL PASO COUNTY

Rates Fringes

ELECTRICIAN......................$ 31.00 15.48

ELEC0969-002 06/01/2015

MESA COUNTY

Rates Fringes

ELECTRICIAN......................$ 24.00 7.92

ENGI0009-001 05/01/2017

Rates Fringes

Power equipment operators:

Blade: Finish...............$ 27.92 10.10 Blade: Rough................$ 27.60 10.10 Bulldozer...................$ 27.60 10.10 Cranes: 50 tons and under..$ 27.75 10.10 Cranes: 51 to 90 tons......$ 27.92 10.10 Cranes: 91 to 140 tons.....$ 28.55 10.10 Cranes: 141 tons and over...$ 29.82 10.10 Forklift....................$ 27.22 10.10 Mechanic....................$ 28.08 10.10 Oiler.......................$ 26.84 10.10 Scraper: Single bowl under 40 cubic yards........$ 27.75 10.10 Scraper: Single bowl, including pups 40 cubic yards and over and tandem bowls.......................$ 27.92 10.10 Trackhoe....................$ 27.75 10.10

* IRON0024-003 11/01/2017

Rates Fringes

Ironworkers:.....................$ 27.45 27.76 Structural

LABO0086-001 05/01/2009

Am #0003 CO180012 - 4 03/02/2018

Laborers:

Pipelayer...................$ 18.68 6.78

PLUM0003-005 06/01/2017

JEFFERSON, LARIMER AND WELD COUNTIES

PLUMBER..........................$ 39.08 16.44

PLUM0058-002 07/01/2017

EL PASO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 36.50 14.10

PLUM0058-008 07/01/2017

PUEBLO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 36.50 14.10

PLUM0145-002 07/01/2016

MESA COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 35.17 11.70

PLUM0208-004 06/01/2016

JEFFERSON, LARIMER AND WELD COUNTIES

PIPEFITTER.......................$ 37.10 16.62

SHEE0009-002 07/01/2017

Am #0003 CO180012 - 5 03/02/2018

Sheet metal worker...............$ 33.26 16.61

TEAM0455-002 07/01/2017

Rates Fringes

Truck drivers:

Pickup......................$ 20.91 4.22 Tandem/Semi and Water.......$ 21.54 4.22

SUCO2001-006 12/20/2001

Rates Fringes

BOILERMAKER......................$ 17.60

Carpenters:

Form Building and Setting...$ 16.97 2.74 All Other Work..............$ 15.14 3.37

Cement Mason/Concrete Finisher...$ 17.31 2.85

IRONWORKER, REINFORCING..........$ 18.83 3.90

Laborers:

Common......................$ 11.22 2.92 Flagger.....................$ 8.91 3.80 Landscape...................$ 12.56 3.21

Painters:

Brush, Roller & Spray.......$ 15.81 3.26

Power equipment operators:

Backhoe.....................$ 16.36 2.48 Front End Loader............$ 17.24 3.23 Skid Loader.................$ 15.37 4.41

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

Am #0003 CO180012 - 6 03/02/2018 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

Am #0003 CO180012 - 7 03/02/2018 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:

Am #0003 CO180012 - 8 03/02/2018

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

Am #0003 CO180026 - 1 03/02/2018

General Decision Number: CO180026 03/02/2018 CO26

Superseded General Decision Number: CO20170026

State: Colorado

Construction Type: Building

County: Arapahoe County in Colorado.

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 $10.35 for calendar year 2018 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 $10.35 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 2018. 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 01/05/2018 1 01/12/2018 2 03/02/2018

Am #0003 CO180026 - 2 03/02/2018

CARP0055-001 11/01/2016

Rates Fringes

CARPENTER (Acoustical Ceiling Installation and Drywall Hanging Only)....................$ 26.25 8.64

CARP1607-001 06/01/2016

Rates Fringes

MILLWRIGHT.......................$ 31.38 12.70

ELEC0068-013 01/01/2018

Rates Fringes

ELECTRICIAN (Excludes Low Voltage Wiring)..................$ 34.70 15.07

ELEV0025-001 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 43.66 32.645

FOOTNOTE:

a.Vacation: 6%/under 5 years based on regular hourly rate for all hours worked. 8%/over 5 years based on regular hourly rate for all hours worked.

b. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

ENGI0009-017 05/01/2017

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane) 141 tons and over...........$ 29.82 10.10 50 tons and under...........$ 27.75 10.10 51 to 90 tons...............$ 27.92 10.10 91 to 140 tons..............$ 28.55 10.10

* IRON0024-009 11/01/2017

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 27.45 11.99

* IRON0024-011 11/01/2017

Am #0003 CO180026 - 3 03/02/2018

IRONWORKER, STRUCTURAL...........$ 27.45 11.99

PAIN0079-006 08/01/2017

Rates Fringes

PAINTER (Brush, Roller and Spray; Excludes Drywall Finishing/Taping)................$ 20.50 8.41

PAIN0079-007 08/01/2017

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 21.20 8.41

PAIN0419-001 07/01/2016

Rates Fringes

SOFT FLOOR LAYER (Vinyl and Carpet)..........................$ 20.00 10.83

PAIN0930-002 07/01/2017

Rates Fringes

GLAZIER..........................$ 31.02 9.37

PLUM0003-009 06/01/2017

Rates Fringes

PLUMBER (Excludes HVAC Duct, Pipe and Unit Installation)......$ 34.53 16.44

PLUM0208-008 06/01/2017

Rates Fringes

PIPEFITTER (Includes HVAC Pipe and Unit Installation;

Excludes HVAC Duct Installation)....................$ 33.30 17.65

SFCO0669-002 04/01/2017

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.73 20.47

Am #0003 CO180026 - 4 03/02/2018

SHEE0009-004 07/01/2017

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct Installation;

Excludes HVAC Pipe and Unit Installation)....................$ 33.26 16.61

SUCO2013-002 07/31/2015

Rates Fringes

BRICKLAYER.......................$ 21.96 0.00

CARPENTER (Metal Stud Installation Only)...............$ 17.68 0.00

CARPENTER, Excludes Acoustical Ceiling Installation, Drywall Hanging, and Metal Stud Installation.....................$ 23.83 5.63

CEMENT MASON/CONCRETE FINISHER...$ 20.33 6.76

ELECTRICIAN (Low Voltage Wiring)..........................$ 31.60 7.38

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical System Insulation)...............$ 23.12 7.97

LABORER: Common or General......$ 15.21 4.54

LABORER: Mason Tender - Brick...$ 15.99 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 16.00 0.00

LABORER: Pipelayer..............$ 16.96 3.68

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.78 5.78

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 19.10 3.89

OPERATOR: Grader/Blade..........$ 21.50 0.00

ROOFER...........................$ 16.96 0.00

TRUCK DRIVER: Dump Truck........$ 17.34 0.00

Am #0003 CO180026 - 5 03/02/2018

WATERPROOFER.....................$ 16.94 0.00

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

Am #0003 CO180026 - 6 03/02/2018 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:

Am #0003 CO180026 - 7 03/02/2018

* 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

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SBIRS Operational Support Facility, Buckley AFB, CO BU75

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00.36

60 PERCENT DESIGN REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

1.2.1.2 Survey Plan

1.2.1.3 Removal Plan

1.2.1.4 Site Plan

1.2.1.5 Grading and Drainage Plan

1.2.1.6 Grading Sections

1.2.1.7 Typical Pavement Sections

1.2.1.8 Site Furnishing Details

1.2.1.9 Landscape Plan

1.2.1.10 Landscape Details

1.2.2 SPECIFICATIONS

1.2.3 DESIGN ANALYSIS NARRATIVE

1.2.3.1 References

1.2.3.2 Grading

1.2.3.3 Pavements

1.2.3.4 Drainage

1.2.3.5 Basis, Specific Goals, Objectives and Priorities For

Civil/Site/Landscape Design

1.2.4 DESIGN ANALYSIS CALCULATIONS

1.2.4.1 Storm Drainage System Calculations

1.2.4.2 Pavement Calculations

1.3 GEOTECHNICAL

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

1.4.1.1 Water Distribution and Sewage Collection Systems Plan

(including building services)

1.4.2 SPECIFICATIONS

1.4.3 DESIGN ANALYSIS NARRATIVE

1.4.3.1 References

1.4.3.2 Water Supply and Distribution Systems

1.4.3.3 Wastewater and Sewers

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

1.5.1.1 Floor Plans

1.5.1.2 Reflected Ceiling Plans

1.5.1.3 Roof Plan

1.5.1.4 Building Elevations

1.5.1.5 Building Sections

1.5.1.6 Wall Sections

1.5.1.7 Room Finish Schedules

1.5.1.8 Door, Window, and Louver Schedules

1.5.1.9 Fire Ratings

1.5.1.10 Drawing Scales

1.5.1.11 Legends

1.5.1.12 North Arrows

SECTION 01 33 00.36 Page 1Am #0003

1.5.1.13 Modular Design

1.5.1.14 Symbols

1.5.1.15 Schedules

1.5.1.16 Notes

1.5.1.17 Dimensions

1.5.1.18 Facility Elevation

1.5.1.19 Access to Utilities

1.5.1.20 Reflected Ceiling Plans

1.5.1.21 Sketches

1.5.2 SPECIFICATIONS

1.5.2.1 Use of Technical Guide Specifications

1.5.3 DESIGN ANALYSIS NARRATIVE

1.5.3.1 Basic Criteria Statement

1.5.3.2 Description of Materials

1.5.3.3 Additional Criteria/Clarification

1.5.3.4 Reason for Selection

1.5.3.5 Site Adaptation of Standard Drawings

1.5.3.6 General Parameters

1.5.3.7 Functional and Technical Requirements

1.5.3.8 Design Objectives and Provisions

1.5.3.9 Coordination with Installation or Outside Agencies

1.5.3.10 Checklists

1.5.4 DESIGN ANALYSIS CALCULATIONS

1.6 INTERIORS

1.6.1 DESIGN ANALYSIS NARRATIVE

1.6.2 DRAWINGS

1.6.3 SPECIFICATIONS

1.6.4 COLOR BOARDS AND LEGENDS

1.6.5 COMPREHENSIVE INTERIOR DESIGN

1.7 STRUCTURAL

1.7.1 DRAWINGS

1.7.2 SPECIFICATIONS

1.7.3 DESIGN ANALYSIS NARRATIVE

1.7.3.1 Design Criteria and References

1.7.3.2 Design Loads and Conditions

1.7.3.3 Structural Materials

1.7.3.4 Description of the Structural System

1.7.4 Design Analysis Calculations

1.7.5 Final Geotechnical Investigation Report

1.8 MECHANICAL

1.8.1 DESIGN DRAWINGS

1.8.1.1 Mechanical Index Sheet

1.8.1.2 Mechanical Abbreviation, Legend, and General Notes Sheet

1.8.1.3 Exterior Utility Drawings

1.8.1.4 Plumbing Drawings

1.8.1.5 Mechanical HVAC Drawings

1.8.1.6 HVAC Control Drawings

1.8.2 TECHNICAL SPECIFICATIONS

1.8.3 DESIGN ANALYSIS NARRATIVE

1.8.3.1 Index

1.8.3.2 Project Summary

1.8.3.3 Applicable Criteria

1.8.3.4 Technical Specifications

1.8.3.5 Design Conditions

1.8.3.6 System Descriptions

1.8.4 DESIGN ANALYSIS CALCULATIONS

1.8.4.1 Index

1.8.4.2 Design Conditions

1.8.4.3 Zone Air-Conditioning Loads

SECTION 01 33 00.36 Page 2Am #0003

1.8.4.4 Block Air-Conditioning Loads

1.8.4.5 Condenser Water Pump Selections

1.8.4.6 Heating Loads

1.8.4.7 Heating Load Summary

1.8.4.8 Unit Heater Selections

1.8.4.9 Mechanical Ventilation

1.8.4.10 Toilets/Janitor Room Ventilation

1.8.4.11 Air Handling Units

1.8.4.12 Domestic Water Demand

1.8.4.13 Domestic Hot Water Demand

1.8.4.14 Electrical Load Summary

1.8.5 ENERGY CONSERVATION

1.8.6 AIR POLLUTION CONTROL

1.9 ELECTRICAL

1.9.1 DRAWINGS

1.9.1.1 Lighting Layout and List of Fixtures

1.9.1.2 Receptacle Layout

1.9.1.3 Power Equipment and Layout

1.9.1.4 Power One Line Diagram

1.9.1.5 Fire Detection

1.9.1.6 Miscellaneous Details of Special Equipment

1.9.2 SPECIFICATIONS

1.9.3 DESIGN ANALYSIS NARRATIVE

1.9.4 DESIGN ANALYSIS CALCULATIONS

1.9.4.1 Service

1.9.4.2 Transformers

1.9.4.3 Feeders

1.9.4.4 Panelboards

1.9.4.5 Illumination Calculations

1.9.4.6 Short Circuit Evaluation

1.10 Communications

1.10.1 Drawings

1.10.1.1 Outside Plant Distribution

1.10.1.2 Voice and Data Plans

1.10.1.3 Riser Diagrams

1.10.1.4 Outlet Configurations

1.10.1.5 Rack, Cabinet , and Equipment Elevations

1.10.1.6 Miscellaneous Communications Systems

1.10.1.7 Plans

1.10.1.8 Riser Diagrams

1.10.2 Specifications

1.10.3 Design Analysis Narrative

1.10.4 Design Analysis Calculations

1.11 Fire Protection

1.11.1 DRAWINGS

1.11.2 SPECIFICATIONS

1.11.3 DESIGN ANALYSIS

1.12 ENVIRONMENTAL PROTECTION COMPLIANCE

1.12.1 DESIGN ANALYSIS NARRATIVE

1.12.2 Submittal of Environmental Approvals, Permits Applications and

Associated Documents

1.13 SAFETY

1.13.1 SPECIFICATIONS

1.13.2 DESIGN ANALYSIS

1.13.2.1 Narrative

1.13.2.2 Design Analysis Calculations

1.13.2.3 Basis, Specific goals, Objectives and Priorities for

Hazardous Material

1.13.3 DRAWINGS

SECTION 01 33 00.36 Page 3Am #0003

1.14 SUSTAINABLE DESIGN

1.15 PERSPECTIVE SKETCH RENDERINGS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 33 00.36 Page 4Am #0003

SECTION 01 33 00.36

60 PERCENT DESIGN REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-HDBK 1190 Facility Planning And Design Guide

UFC 3-240-01 Wastewater Collection (2012; Change 1, November 2014)

UFC 3-230-01 Water Storage, Distribution, and Transmission (2012; Change 2, July 2014)

UFC 4-010-01 (2012; Change 1 October 2013) DoD Minimum Antiterrorism Standards for Buildings

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE Fundamentals Handbook (2005) Fundamentals Handbook

ASHRAE HA (2003) HVAC Applications Handbook

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

A Vicinity Map consists of a small scale drawing of the project location, similar to a road map. A Location Plan consists of a small scale drawing showing the Government property or reservation limit with the construction project site shown. The drawing shall show the facility approved Contractor Access and Haul Routes. A reproducible base sheet, if available, may be provided by the Omaha District for the Contractor's use in preparing the Location Plan.

1.2.1.2 Survey Plan

The information depicting existing conditions used to generate site drawings shall be shown on this drawing. An engineering survey of the site will be presented to the Contractor selected as a result of this RFP process. Any additional survey information required by the Contractor for design above that shown in the prepared engineering survey shall be procured and paid for by the Contractor.

1.2.1.3 Removal Plan

The removal plan will show the existing physical features and condition of the site before construction. This information should include the field survey to show all above and below ground utilities; buildings, drives, roads and parking areas, walks, and vegetation; and such facilities as retaining walls, underground storage tanks, foundations, etc. Each

SECTION 01 33 00.36 Page 5Am #0003 physical feature to be removed shall be as indicated on the standard legend sheet, a legend on the removal plan, and properly noted: to be removed, to remain, or to be relocated.

1.2.1.4 Site Plan

The Site Plan shall show all the site layout information necessary to field locate the building, walks, parking lots, and all other appurtenances to be constructed on the project. All site related work to be constructed will be located by dimensions. The Site Plan will identify all site related items such as: curbs, pavements, walks, plazas, seating areas, bollards, trash enclosures, retaining walls, chiller units, electrical transformers locations, etc. in accordance with a standard legend sheet or with additional legends or notes. Site Plans shall be at a scale of 1 Inch = 20 Feet, 1 Inch = 30 Feet or 1 Inch = 40 Feet. Other drawing scales must be approved by the Omaha District. North arrows shall be oriented the same direction on all plan sheets and by all disciplines. No existing or proposed contours shall be shown on this Plan. The Site Plan, prior to adding the dimensions, should serve as the base sheet to the other Plans, such as: Utilities Plan, Grading and Drainage Plans and Landscape Plan.

The Site Plan shall show all existing physical features and utilities within and adjacent to the work site that will remain after the proposed construction has been completed. This plan will also show any free zones, construction limits, and storage areas etc. Whenever the Site Plan occupies more than one sheet of drawings, a Key Plan shall be included.

Additional plans showing specific areas of the site in smaller scales can be included if more detail is necessary.

1.2.1.5 Grading and Drainage Plan

A preliminary grading and drainage plan shall be provided at the same scale as the site plan (1 Inch = 20 Feet, 1 Inch = 30 Feet or 1 Inch = 40 Feet).

Other drawing scales must be approved by the Omaha District. Tentative new and existing grading contours shall be indicated at 1-foot contour intervals. Indicate finished floor elevation of the new buildings. Plans shall show layout of the new and existing storm drainage systems. Uniform grades shall be labeled using slope arrows. Provide spot elevations at building corners, parking area corners, changes in grade, etc. Provide location and description of benchmarks and indicate vertical and horizontal datums.

1.2.1.6 Grading Sections

Provide grading sections through the site showing finished and existing grades, pavement sections in detail, slope percentage, ditches, etc.

1.2.1.7 Typical Pavement Sections

Provide typical pavement and road sections and details showing interface between new and existing pavements and new pavements of different sections.

1.2.1.8 Site Furnishing Details

The Contractor shall provide designs and details as necessary for site furnishings and accessories.

1.2.1.9 Landscape Plan

[*Am-3] <text deleted> [**Am-3] A detailed Landscape Plan showing ground

SECTION 01 33 00.36 Page 6Am #0003

[*Am-3] <text deleted> [**Am-3] covers shall be prepared by the Contractor. The Landscape Plan shall be prepared by a fully qualified, experienced professional Landscape Architect. The Landscape Plan shall also show all unsurfaced ground areas disturbed by construction within the project limits with these areas shown to be mulched as required.

1.2.1.10 Landscape Details

The Contractor shall provide designs and details as necessary for other required site furnishings and accessories.

1.2.2 SPECIFICATIONS

Provide a listing by title and number of all Technical Specifications proposed for use in the final civil/site/landscape design.

1.2.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following:

1.2.3.1 References

Design references used in preparing the civil/site/landscape design.

1.2.3.2 Grading

A narrative of the grading design and criteria used.

1.2.3.3 Pavements

A narrative of the pavement design and criteria used.

1.2.3.4 Drainage

A narrative of the drainage design and criteria used. Include information on the storm drain pipe materials selected and their ability to withstand earth dead loads and live loads that will be imposed.

1.2.3.5 Basis, Specific Goals, Objectives and Priorities For

Civil/Site/Landscape Design

The Design Analysis should give the basis for the civil/site design and should establish specific goals, objectives and priorities for civil/site design of the project. Identify, explain and document use of design criteria and how the design meets goals, objectives and priorities.

Identify the preferred site development concept. Document pollution prevention measures and other environmental considerations made during design. The 60 percent Design Analysis must be approved and accepted before Final Design.

1.2.4 DESIGN ANALYSIS CALCULATIONS

1.2.4.1 Storm Drainage System Calculations

Storm Drainage System Calculations shall include the following:

a. Drainage area map showing boundaries of each drainage area and respective drain inlet or culvert.

SECTION 01 33 00.36 Page 7Am #0003

b. Storm run-off calculations for each drainage area.

c. Preliminary storm drain pipe sizing calculations.

1.2.4.2 Pavement Calculations

Pavement thickness calculations for each pavement.

1.3 GEOTECHNICAL

See Structural Design Requirements.

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

1.4.1.1 Water Distribution and Sewage Collection Systems Plan (including building services)

Provide all existing utilities and above ground features which may pose as an obstacle (i.e., water, sewer, gas, electrical, etc.) on the basic site plan layout. Exclude site notes and dimensions from the plan. Provide all proposed new water and sewer lines with preliminary sizes. This shall include all new service lines up to the 5-foot building line. Show the proposed locations of all new manholes, fire hydrants, valves (including PIV's), connection points and etc.

1.4.2 SPECIFICATIONS

Specifications shall be coordinated with the plans and include all items.

Provide a listing of specifications to be provided. Provide a complete copy of special sections to cover those subjects for which no UFGS guide specifications are used or available.

1.4.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following:

1.4.3.1 References

Provide design references used in preparing the water and wastewater design.

1.4.3.2 Water Supply and Distribution Systems

A narrative of the water supply and distribution systems design and applicable criteria used shall be provided. Include the peak and average domestic demands, the fire flow required and the available flow and residual pressures. A description of the water distribution system, a listing of allowable piping materials, hydrant flow test data and preliminary calculations necessary to support equipment, piping sizes, fire and domestic demands, etc., shall be provided. The design shall be in accordance with UFC 3-230-01.

1.4.3.3 Wastewater and Sewers

A narrative of the wastewater supply design and applicable criteria used shall be provided. Include the preliminary calculations used to design the average, diurnal peak, and extreme peak flows. Full flow capacity (70% of the total depth) of the existing system to ensure that it will be adequate

SECTION 01 33 00.36 Page 8Am #0003 for the flows generated by the new facility. Include the available capacity and full flow capacity in the design analysis. Preliminary calculations necessary to support equipment and piping sizes and a listing of allowable piping materials shall be provided. The design shall be in accordance with UFC 3-240-01.

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

Sixty percent architectural drawing submittal shall be a complete set of architectural drawings without large scale details. All other drawings shall be complete except referencing of the large scale details. Provide complete drawings of entire building. Plans that are mirrored for symmetrical conditions are unacceptable.

1.5.1.1 Floor Plans

Provide a Composite Floor Plan of the entire building, drawn at the largest scale practicable to include the entire building on a single sheet. This building is of a size that will require the floor plans to be divided into multiple areas. See paragraph on Drawing Scales for plan scale requirements. Floor plans shall essentially be complete with the exception of large scale detail referencing. Floor plans shall be scaled drawings showing the functional arrangement, secure area and open storage area boundaries, pocheing, location of all openings and plumbing fixtures, all section cuts, wall types, all notes and leaders, all general notes, and all dimensions shall be completed. The plans shall indicate door swings, door numbers and window type; door and window schedules are required. Life Safety Plans and Building Code Analysis shall be provided by Fire Protection Engineer of Record. Submit credentials of Fire Protection Engineer of Record. A north arrow shall be shown on each floor plan.

Enlarged toilet and vestibule plans shall also be included. Provide additional enlarged plans as warranted by individual area scope and complexity. The first composite plan sheet shall include a gross area tabulation comparing the actual square feet with the authorized square feet of the facility. Architect-Engineer suggestions for plan improvement shall be fully shown and justified. Include the following:

Overall, control, and door/ window opening dimensioning.

Match lines for combining individual portions of floor plans.

Room names and numbers.

Structural column or bay indicators.

Wall and building section cuts.

Door swings and door numbers.

Window types.

Area in square feet.

General notes.

Life Safety Plans and Building Code Analysis

Also provide a Key Plan at a uniform location on all Floor Plan sheets which shows the interrelationships between the building portions. This key plan will be scaled, and oriented in the same manner as the floor plan for all plan type drawings of all disciplines. Where major structural elements are included as parts of architectural detailing, do not indicate sizes. These elements should all be fully defined as part of the structural design documents. Major elements of mechanical and electrical equipment affecting room size or shape, shall be shown on the architectural plans to a practicable extent and coordinated with other respective

SECTION 01 33 00.36 Page 9Am #0003 disciplines. When applicable, Government-furnished, Contractor-installed, or Government- furnished and Government-installed items shall be shown as a dashed line.

1.5.1.2 Reflected Ceiling Plans

Reflected ceiling plans shall be complete including all electrical lights, mechanical supply & diffusers, notes, complete legends and pocheing of all materials to be used. See paragraph on Drawing Scales for reflected ceiling plan scale requirements.

1.5.1.3 Roof Plan

Composite and larger area roof plans shall be complete including all notes, legends, slope indications, gutter and downspout locations, and roof overflow drains. All elements located on the roof shall be coordinated with all disciplines. See paragraph on Drawing Scales for roof plan scale requirements.

1.5.1.4 Building Elevations

Provide all building elevations complete showing the appearance and architectural treatment. Elevations shall be dimensioned to show total height, and relation to grade. Critical elevations such as top of finish floor, top of steel, etc. shall be indicated. All notes for materials shall be included. See paragraph on Drawing Scales for Exterior Building Elevation scale requirements.

1.5.1.5 Building Sections

Building cross section and longitudinal sections shall be included to show general interior volumes, construction methods, and height of ceilings and partitions. Identify materials used and necessary dimensions. See paragraph on Drawing Scales for Building Section scale requirements.

Building sections shall include references to wall section.

1.5.1.6 Wall Sections

Drawings shall include all wall sections and stair section conditions including corridors, showing vertical control elevations and dimensions, with all materials labeled. The sections should normally be cut through doors, windows, and other critical wall section locations. Wall sections shall not be broken. Additional details shall be included when necessary to illustrate important or unusual features. All horizontal dimensions shall occur on the plans and vertical dimensions on the sections and elevations. See paragraph on Drawing Scales for Wall Section scale requirements.

1.5.1.7 Room Finish Schedules

Room finish schedule shall be generated from the BIM model data, not compiled and drafted manually.

1.5.1.8 Door, Window, and Louver Schedules

Door schedule shall be generated from the BIM model data, not compiled and drafted manually. Schedule shall include door and frame types, except referencing to door details and hardware sets. Window and louver schedules shall be complete including window and louver types except referencing to

SECTION 01 33 00.36 Page 10Am #0003 details.

1.5.1.9 Fire Ratings

Wall ratings, and fire hazards shall be clearly indicated as required by Fire Protection criteria. Wall fire ratings shall be graphically shown by a continuous symbol or pocheing within the wall on a Fire Protection /Life Safety Plan. When other functions coexist with the fire protection functions, their integration shall be clearly indicated, with an analysis that describes how both functions will be served.