IFBP05181700005_AMENDMENT_TWO_REP_ROOFS_FCC_OAK.pdf

U.S. Department of Justice

Federal Bureau of Prisons Administrative Division

Field Acquisition Office Grand Prairie, Texas 75051

March 23, 2017

ATTN: ALL BIDDERS

RE: Amendment #2

Solicitation IFBP05181700005 FCC Oakdale, Louisiana Replace Roofs Vernon & Rapides Units

Dear Bidders, Enclosed is amendment number two (2), to the above referenced project. This amendment is issued to replace/add items and to establish a new bid opening date.

You must acknowledge receipt of this amendment (all amendments) by the method as described in item eleven of the Standard Form 30.

If you have any questions regarding this amendment, feel free to contact me at

(972) 352-4641 or e-mail at dpatton@bop.gov

Sincerely, Douglas V. Patton Contracting Officer Federal Bureau of Prisons Field Acquisition Office U.S. Armed Forces Reserve Complex 346 Marine Forces Drive Grand Prairie, Texas 75051

Enclosure cc: File

SCS, FCC Oakdale COR, FCC Oakdale Facility Manager, FCC Oakdale Regional Facilities Administrator, SCRO

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER

3. EFFECTIVE DATE

03/23/2017

4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

5B9G

BFAOCODE

Federal Bureau of Prisons Field Acquisition Office U.S. Armed Forces Reserve Complex 346 Marine Forces Drive Grand Prairie, TX 75051

Douglas V. Patton

(O) (972) 352-4641

(F) 972-352-4545 dpatton@bop.gov

6. ISSUED BY BOAXCODE

Federal Bureau of Prisons FCI Oakdale

EAST WHATLEY ROAD

OAKDALE, LA 71463

7. ADMINISTERED BY (If other than Item 6)

9A. AMENDMENT OF SOLICITATION NUMBER

IFBP05181700005

CODE FACILITY CODE

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

X 9B. DATED (SEE ITEM 11)

12/14/2016

10A. MODIFICATION OF CONTRACT/ORDER

NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X XThe 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.

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 __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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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 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.)

The above referenced invitation for bid is amended to incorporate the following: see continuation page 2.

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

Douglas Patton

(Signature of person authorized to sign)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED

By (Signature of Contracting Officer)

16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

IFBP05181700005/0002 Page 1 of 2

N/A

IFBP05181700005/0002 PAGE 2 0F 2

SF-30 Block 14 Description of Amendment (continuation)

1. In the solicitation at page 25, section 5 – attachments, item 1, Construction

Wage Rates, replace with the current Construction Wage Rates LA170020 Modification 2 dated 2/17/17 (see attached).

2. In the solicitation at page 25, section 5 – attachments, item 2, Statement of

Work/Specifications – Technical Design Guidelines, replace with the current Statement of Work/Specifications – Technical Design Guidelines (see attached).

3. In the solicitation at page 25, section 5 – attachments, item 3, Drawings, replace with the current drawings (see attached).

4. In the solicitation at page 25, section 5 – attachments, add item 5, Photos – 10 pages (see attached).

5. A NEW BID OPENING DUE DATE HAS BEEN ESTABLISHED FOR

THURSDAY, APRIL 6, 2017, AT 1:00 P.M. CENTRAL TIME. THE LOCATION

OF THE BID OPENING REMAINS THE SAME AS STATED IN THE

SOLICITATION.

(END OF AMENDMENT).

https://www.wdol.gov/wdol/scafiles/davisbacon/LA20.dvb?v=2[3/23/2017 12:50:10 PM]

General Decision Number: LA170020 02/17/2017 LA20

Superseded General Decision Number: LA20160020

State: Louisiana

Construction Type: Building

County: Allen County in Louisiana.

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 $10.20 for calendar year 2017 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 $10.20 (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 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 02/17/2017

ASBE0053-001 09/05/2016

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 24.72 8.39

* ELEC0861-003 01/01/2017

Rates Fringes

ELECTRICIAN (Including Low Voltage Wiring)..................$ 27.58 4.34%+11.25

PLUM0247-005 05/01/2016

Rates Fringes

PLUMBER (Including HVAC Pipe Installation)....................$ 26.00 10.45

ROOF0317-001 12/01/2014

Rates Fringes

ROOFER...........................$ 19.60 6.73

SULA2012-001 09/22/2014

Rates Fringes

BRICKLAYER.......................$ 20.00 0.00

CARPENTER, Excludes Form Work....$ 16.86 0.00

FORM WORKER......................$ 14.25 0.00

LABORER: Common or General......$ 12.34 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 18.50 3.40

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 25.16 10.11

SPRINKLER FITTER (Fire Sprinklers)......................$ 27.00 6.91

TRUCK DRIVER: Dump Truck........$ 14.50 2.68

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

5B9G 17 Replace Roofs Vernon & Rapides Units FCC Oakdale, LA

A. SUMMARY OF WORK & PLACE OF PERFORMANCE:

The Federal Bureau of Prisons (FBOP), Federal Correctional Complex, Oakdale located at 1507 East Whatley Road, Oakdale, Louisiana is soliciting a contract for the labor, materials and equipment necessary to completely replace approximately 64,436 square foot (32,218 sq. ft. each) of existing metal roofing on two inmate housing units, Vernon and Rapides Units.

B. SCHEDULE:

The regular working hours for contract services shall be 6:30 A.M. to 3:30 P.M, Monday through Friday, with the exception of federal holidays. The Contractor shall assume a delay of approximately 30 minutes when entering and exiting the institution each day, due to security and tool checks. Contract work will continue until the housing unit roof is replaced, and is fully functional. The contract work period shall not exceed (240) calendar days from notice to proceed. The contractor shall provide a written request to the Contracting Officer (CO) for approval of changes to the work schedule.

C. CONTRACTOR RESPONSIBILITIES:

The contractor shall furnish all labor, materials, and equipment for the installation of this project in accordance with the plans and specifications. All construction being performed on the above mentioned job shall meet all state, federal, and local codes. Upon completion of the job the contractor shall clean the job sites and all areas affected during construction shall be returned to their condition prior to construction, including any landscaping damages. The contractor shall also be responsible for any damages that may occur to any structure or utilities during the period of construction. The contractor will be responsible to provide for their own restroom facilities (i.e. Port-O-Potty). The FBOP will provide location for the removable restroom facility, but contractor will be responsible for the sanitation and cleaning.

D. METHOD OF PERFORMANCE:

All construction activities shall be monitored by a Contract Officer Representative (COR). The COR will monitor/observe the day to day operations of the project and serve as liaison between the FBOP and contractor. The COR shall be the main contact for scheduling, badging, site access, product submittals, quality control, testing, final inspection, etc. The contractor shall immediately contact the COR if discrepancies are discovered that may impact project schedule or cost.

E. INMATE MANAGEMENT:

The Contractor shall adhere to all regulations and guidelines prescribed by the FBOP, to include the institution’s local guidelines relating to safety, custody, and conduct. The Contractor shall be escorted by FBOP staff members at all times and will have limited contact with the inmate population. The contractor shall not move unescorted through the institution or have unsupervised contact with inmates. Any violations of the institution rules and regulations regarding inmate contact will result in administrative action.

F. INSTITUTION SECURITY:

The contractor will be issued an identification card for use during the contract period.

The identification card / badge must be worn and visible at all times while on site. The Contractor will sign in and out of the institution logbook on a daily basis. Contractor personnel shall wear clothes that are suitable for the work they are performing. The inmate population wears khaki clothes. For this reason, no contract personnel may wear this color. No sleeveless shirts (tank tops) are allowed. No shirts with inappropriate logos. (ie; Alcohol advertisement, nudity, vulgarity, or cursing). It is encouraged that all contractor crew members wear same color shirt, but not required. Material storage location will be designated outside the perimeter fence. Materials are not to be stored inside the institution or in any government building. All work site materials are to be removed from the institution before the end of each work day (3:30PM). Tool accountability and control will be strictly enforced. All tools are to be accounted for at all times.

G. GENERAL PROJECT REQUIREMENTS:

Contractor shall furnish all labor, materials, tools, equipment, and incidentals required to remove and replace deteriorated roof systems on the identified inmate housing units at the Federal Correctional Complex in Oakdale, LA. Contractor will be required to furnish and install new sheet metal flashing on all penetrations including but not limited to boots, vents, mechanical curbs, etc. in order to provide a 100% new, warranted roofing system.

If necessary, existing roof-mounted mechanical equipment may be removed and re-installed to accommodate roof replacement. The new metal roof color shall match existing as closely as possible and will be selected from the manufacturer’s standard color offerings.

All work described in the Technical Design Guidelines (TDG), and as necessary to attain the required warranties shall be performed in a professional, workmanlike manner and in accordance with all of the manufacturer’s recommended installation procedures. Only the amount of roofing material that can be replaced or covered in one day shall be removed. At the end of each work day (3:30PM) the entire roof shall be sealed and secured weathertight. One housing unit roof shall be complete prior to beginning work on the second housing unit roof.

A. Remove the existing standing seam panels. Remove plywood deck, and the fiberglass batt insulation.

B. Reinforce roof trusses that contain surface damage (top chords) - it shall be assumed a total of 40 (20 per building) existing top chords will require reinforcement. Install new 2x6 wood purlins/sleepers at 12” on center (6” gap between members) as shown on the contract drawings.

C. Install new 9” batt insulation and 24 gauge standing seam metal roof panel system.

D. Barrel-type skylight system shall remain, but may be removed and reinstalled as required to accommodate roof replacement and warranty compliance.

H. DEMOLITION AND REMOVAL:

The Contractor shall implement reasonable controls to protect all building systems and existing-to-remain piping, wiring, HVAC duct system, etc., from damage. The Contractor shall remove and dispose of all debris, and garbage generated during performance of work. All construction debris and trash shall go into contractor furnished trailer(s) that are caged in on the sides and top for visibility. No open top dumpers or similar containers can be used inside the institution. Construction debris and trash trailers shall be at rear gate for removal from the institution each day no later than the close of business each day (3:30 PM) and shall be removed from institution’s rear gate no later than 6:30 AM the following day to be emptied. All construction and debris disposal is the responsibility of the contractor. Outbound and inbound freight is subject to search and other delays associated with security and compound movement.

I. SUBMITTALS/SHOP DRAWINGS:

Prior to ordering material or equipment, the contractor shall field verify all existing conditions, including vent pipes, HVAC ductwork, etc. The contractor shall also provide manufacturers catalog sheets, part lists, part numbers, specifications, installation instructions, and all required accessories to clearly show compliance with contract specifications.

J. PERFORMANCE VERIFICATION TESTING:

The finished application of metal roofing is subject to inspection and test for leakage as designated by the COR at no additional cost to the Government. The Contractor shall monitor the completed roofing during inclement weather conditions to ensure it is performing as intended and in accordance with the manufacturer’s recommendations.

K. CONTRACT CLOSEOUT SUBMITTALS:

A. Contractor Warranty: Deliver to the COR a signed warranty document agreeing to replace or repair defective materials and workmanship for a period of (2) years.

Warranty period shall commence upon completion of final acceptance by the Contracting Officer.

B. Manufacturer’s Warranty: Deliver to the COR the roofing manufacturer’s warranty documentation, compliant with requirements in the contract specifications.

FBOP TECHNICAL DESIGN GUIDELINES ISSUE DATE: 09-05-11

SECTION 07 41 13 – METAL ROOF PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes all metal roofs and metal roof canopies other than metal roofs included as part of a pre-engineered metal building system. This Section includes the following:

1. Basic roofing requirements.

2. Quality assurance requirements

3. Product requirements

4. Installation requirements

B. Related Sections:

1. 07 21 00 - THERMAL INSULATION.

2. 07 62 00 - SHEET METAL FLASHING AND TRIM.

1.2 GENERAL REQUIREMENTS

A. Provide factory formed metal roof panels for installation without field forming, except final mechanical seaming if applicable, to the type of panel joint. Roof panels shall be 305mm to 610mm (12" to 24") wide.

B. Metal roof panel systems design and standard details shall be in accordance with the National Roofing Contractors Association (NRCA) “Roofing and Waterproofing Manual” latest (see www.NRCA.net for availability) edition and SMACNA’s “Architectural Sheet Metal Manual” latest edition. The use of metal roofing packaged systems is encouraged for economy, simplicity of detailing and manufacturer’s standard warranty.

C. Wind uplift resistance for metal roof panel systems shall be in accordance with UL 580 and the appropriate FMG ratings.

D. Metal Roofing Panel system shall comply with ASTM E 1592 or ASTM E 330 for structural performance. Metal roof panels must withstand design loads with vertical deflection no greater than L/180.

E. Metal roofing panel system shall comply with ASTM E 1646 for water penetration resistance.

F. Metal roofing panel system shall comply with ASTM E 1680 for air leakage resistance.

G. Fire resistance of metal roofing panel system shall be in accordance with UL 790.

H. The metal roofing panel systems shall conform to EPA/DOE Energy Star Roof Products program. Product testing for solar reflectance shall be self-certified in accordance with ASTM E 903.

I. The Federal Bureau of Prisons encourages the use of Cool Roof technology and the inherent energy savings for buildings. Light color surface and reflective surface coatings shall be used to obtain Cool Roof energy savings. Provide an initial minimum reflectance value of 0.70; after 3 years a reflectance value of minimum 0.50, and; a minimum emittance value of 0.75.

1.3 QUALITY ASSURANCE

A. The Contractor shall attend a pre-installation conference at the institution and provide the following:

1. Roofing schedule, building roofing sequence, verify work-times and work accessibility, verify material availability and staging on the job.

2. Roofing Submittal. Assure the accuracy and completeness of the roofing system.

3. Methods and procedures of the roofing installation including the manufacturer’s written instructions.

4. Flashing submittal, special roof details, drainage, roof penetrations, equipment curbs and any other conditions impacting roof construction.

5. Quantify loading conditions during and after roof construction.

6. Methods of temporary protection during and after roof construction.

7. Examine the roofing substrate conditions for compliance with manufacturer’s recommendations, flatness, and fastening requirements.

8. General roofing inspection procedures.

9. Procedures for testing and leak repairs.

10. Total Roofing System Warranty and certificates.

B. Provide high performance, polyvinyldiene fluoride (PVDF) and coil-coated finishes having a 20 year warranty. Warranty shall start from date of project Substantial Completion.

C. Provide a minimum 10 year, manufacturer’s standard weather tightness and water tightness warranty for the metal roofing panel system. Warranty shall start from date of project Substantial Completion.

D. Provide the manufacturer’s factory-authorized representative to inspect the completed metal roof panel installation and accessories, 14 calendar days prior to project Substantial Completion. Manufacturer’s factory-authorized representative to provide an inspection report in writing, and authorize the warranty.

1.4 SUBMITTALS

Provide shop drawings, product data, samples, design data, and manufacturer’s instructions for the metal roof panel roofing system.

PART 2 - PRODUCTS

2.1 GENERAL

A. The factory formed, field assembled metal roof panels of metallic-coated steel sheet shall be coil-coated with galvanized steel- G90 (Z275)- 0.90 oz/sf (275 g/sm), aluminum-zinc alloy- AZ50 (AZM150)- 0.50 oz/sf (152 g/sm), or steel with factory applied polyvinyldiene fluoride (PVDF) finish. Select manufacturer’s standard finish and color as best matches existing adjacent systems.

B. Provide minimum 24 gauge metal roofing panels.

C. Provide Standing-Seam metal roof panels consistent with existing adjacent sheet metal seam types.

1. Standing-seam metal roof panels: formed with nesting vertical or trapezoidal ribs along the length of each side of the panel with a snap or seamed joint, and concealed fasteners.

2. Integral standing-seam metal roof panels: formed traditional shaped standing-seams along the length of one side of the panel with male and female interlocking ribs, and fastened to the structural supports with concealed clips.

D. Avoid the effects of induced stresses that produce “oil-canning” or waviness in metal roof panel installation. Metal roof panel system and details shall accommodate anticipated building movement. The use of metal roofing panels with low-gloss finish, embossed surfaces, striations, ribs and narrow-width panels is encouraged to diminish “oil-canning” and other imperfections.

E. Accessories: provide components required for a complete metal roof panel assembly including trim, copings, fascia, corner units, ridge closures, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material, finish, and texture to metal roof panels.

F. Miscellaneous metal framing shall be corrosion resistant in accordance with ASTM C 645 and ASTM C 754.

G. Fan and Ventilator Penetrations.

1. Provide curb and integral metal flange systems that flashes into the metal roofing system to prevent water penetration, securely anchored to the building structure.

2. Provide factory formed metal diverters or crickets on the high side of the curbs to prevent the buildup of snow, ice, and water behind the curb and roof penetration.

PART 3 - EXECUTION

3.1 INSTALLATION REQUIREMENTS

A. Examination and Preparation:

1. If roof sheathing is used, examine solid roof sheathing to verify that sheathing joints are supported by framing or blocking, and the installation is within flatness tolerances required by metal roof panel manufacturer.

2. Examine rough-in for components and systems penetrating metal roof panels to verify actual locations of penetrations relative to seam locations of metal roof panels before installation. Make relocations and corrections as required to avoid penetrating roof seams.

3. Proceed with the installation only after unsatisfactory conditions have been corrected.

4. Clean substrates of substances harmful to insulation, including projections capable of interfering with insulation attachment.

B. Blanket thermal insulation installation: install insulation concurrently with metal roof panel installation, in thickness indicated to cover entire roof according to manufacturer’s written instructions.

1. Set vapor-retarder-faced units to the warm side of construction. Do not obstruct ventilation spaces except for firestopping. Install vapor-retarder-faced blankets straight and true in one-piece lengths with both sets of facing tabs sealed to provide a complete vapor retarder.

2. If vapor retarder is not integral with insulation blankets, install separate vapor retarder straight and true in one-piece lengths with both sets of facing tabs sealed to provide a complete vapor retarder.

3. Tape joints and ruptures in vapor retarder and seal each continuous area of insulation to surrounding construction to ensure airtight installation.

C. Field-Assembled Metal Roof Panel Installation:

1. Standing-seam metal roof panels: fasten metal roof panels to supports with concealed clips at each standing-seam joint at location, spacing, and with fasteners as recommended by manufacturer.

a. Install clips to supports with self-tapping fasteners.

b. Install pressure plates at locations indicated in manufacturer’s written installation instructions.

c. Snap joint: nest standing seams and fasten together by interlocking, completely engaging factory-applied sealant.

d. Seamed joint: crimp standing seams with manufacturer-approved motorized seam tool.

D. Flashing and Trim:

1. Flashing and trim: Install without excessive oil-canning, buckling or tool marks, true to lines and levels indicated with exposed edges folded back to form hems. Maintain waterproof and weather-resistance performance.

Provide for thermal expansion.

3.2 CLEANING

A. Remove and discard temporary protective coverings or strippable films.

B. Replace damaged roof panels. Repair or touch up minor damage or minor defects.

END OF SECTION 07 41 13

METAL ROOF PANELS 07 41 13-11

Sensitive But Unclassified – SBU

FBOP TECHNICAL DESIGN GUIDELINES ISSUE DATE: 09-05-11

SECTION 07 62 00 – SHEET METAL FLASHING AND TRIM

GENERAL

3.3 SUMMARY

A. Sheet metal flashing for roofs, roof parapets, copings, roof edgings, roof expansion joints, and other building joints and junctions.

B. Coordinate work with roofing. Provide components necessary to create watertight junctures between roofing and sheet metal work.

3.4 QUALITY ASSURANCE

A. Reference Standards:

1. As noted for individual items in this Section.

2. ASTM Standards.

3. SMACNA Architectural Sheet Metal Manual.

4. As prescribed by IBC 1504.5, the ANSI / SPRI ES-1 2003 “Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems”.

5. NRCA Roofing Manual.

6. FM (Factory Mutual) windstorm classifications.

B. Fabricator Qualifications: Employ skilled workers with a minimum of five (5) years experience who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance.

1. For copings and roof edge flashings that are ANSI / SPRI ES-1 tested and FM Approvals approved, shop shall be listed as able to fabricate required details as tested and approved.

3.5 SUBMITTALS

A. Shop Drawings:

1. Include plans, elevations, sections, and attachment details.

2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop- and field-assembled work.

3. Include identification of material, thickness, weight, and finish for each item and location in Project.

4. Include details for forming, including profiles, shapes, seams, and dimensions.

5. Include details for joining, supporting, and securing, including layout and spacing of fasteners, cleats, clips, and other attachments. Include pattern of seams.

6. Include details of termination points and assemblies.

7. Include details of expansion joints and expansion-joint covers, including showing direction of expansion and contraction from fixed points.

8. Include details of roof-penetration flashing.

9. Include details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and counterflashings as applicable.

10. Include details of special conditions.

11. Include details of connections to adjoining work.

12. Detail formed flashing and trim at scale of not less than 1:10 (1-1/2 inches per 12 inches).

B. Samples:

1. Select manufacturer’s standard finish and color as best matches existing adjacent systems.

C. Contract Closeout Information:

1. Warranty for finish.

2. Warranty for installation.

3.6 WARRANTY

A. Furnish twenty (20) year warranty on sheet metal finish.

B. Furnish ten (10) year warranty on sheet metal work, signed jointly by Contractor and sheet metal installer.

C. Agree to repair or replace work which leaks water, deteriorates excessively or otherwise fails to perform as water tight flashing.

D. Repair or replace finish of PVF coated flashing which fades or is damaged.

PRODUCTS

3.7 PERFORMANCE REQUIREMENTS

A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.

C. FM Approvals Listing: Manufacture and install copings and roof edge flashings that are listed in FM Approvals' "RoofNav" and approved for windstorm classification as shown in the drawings and as designed for the Project. Identify materials with name of fabricator and design approved by FM Approvals.

D. SPRI Wind Design Standard: Manufacture and install copings and roof edge flashings tested according to ANSI / SPRI ES-1 Roof Edge Standard and capable of resisting the design pressure indicated on the drawings and as designated for the Project.

E. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change: 67 degrees C (120 degrees F), ambient; 100 degrees C (180 degrees F), material surfaces.

3.8 MATERIALS

A. Clad, Galvanized Sheet Metal:

1. Copings: Clad steel, minimum 1.02 mm (0.040 inch), 18 gauge thickness, galvanized Z275 G90.

2. Smooth finish.

3. ASTM-A653/A653M-10.

4. Two-Coat Fluoropolymer: AAMA 620. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

B. Galvanized Sheet Metal:

1. Galvanized steel Z275 G90, ASTM-A653/A653M.

2. Minimum 0.75 mm 22 GA.

C. Stainless Steel Sheet Metal:

1. Stainless steel, ASTM-A167 or ASTM-A176.

2. Minimum 0.6 mm 24 GA, soft annealed.

D. Fasteners: Non-ferrous fasteners of same material as sheet metal which will not rust, corrode or react with contacted metals.

E. Retainers: 1.5 mm 16 GA galvanized or stainless.

F. Solder:

1. ASTM-B32 as applicable to materials joined.

a. Galvanized steel: 50/50 solder.

b. Stainless steel: 50/50 solder with stainless steel type flux.

2. Neutralize flux after soldering.

G. Dissimilar Metal and Cementitious Materials Protection:

1. Alkali resistant bituminous paint.

2. Tnemec Tneme Tar 46-413.

H. Reglets:

1. Use non-ferrous type compatible with sheet metal.

a. Use 0.5 mm (0.02") eraydo zinc with aluminum.

b. Use 0.6 mm 24 GA galvanized with galvanized iron.

2. Provide interior and exterior preformed corners as required.

3. Fabricate as required to fit special conditions.

I. Underlayment Materials:

1. Use asphalt saturated felt, synthethic underlayment, or self-adhering/high temperature sheet underlayment, installed in accordance with the manufacturer’s written instructions.

2. Use 1.4 kg / 9.3 sm (3 lb / 100 sf) Rosin-sized building paper for slip sheet material.

EXECUTION (not used)

END OF SECTION 07 62 00

THERMAL INSULATION 07 21 00-1

SECTION 07 21 00 – THERMAL INSULATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes perimeter, building, and roofing insulations.

B. Refer to Section 23 00 00 - HEATING, VENTILATING AND AIR CONDITIONING (HVAC) for energy criteria.

1.2 SYSTEM DESCRIPTION

A. The FBOP maintains a commitment to energy conservation. Insulation requirements on this project shall provide for the entire building envelope to meet that commitment.

B. Federal Acquisition Regulations encourage the use of recycled-content materials. Fire-resistance characteristics of all insulation materials, new and recycled-content, are an important factor in the approval of insulations for use on a Bureau of Prison project.

C. Thermal resistivity of insulations shall be rated in the following units:

1. R-value, reciprocal of k-value.

2. IP units- thickness of 1 inch.

3. SI units- thickness of 1 meter.

4. R-value for total insulation thickness.

5. U-factor for total wall or roof assembly.

D. Hydrochlorofluorocarbon (HCBC) Blowing Agents:

1. In extruded polystyrene HCBC blowing agents are harmful to the ozone layer when they escape entrapment by air permeation and aging.

Where applicable use, polyisocyanurate insulations with HC blowing agents and foils-facings on insulations for gas barriers in lieu of polystyrene foam plastic. Polystyrene boards may be used in the casting of precast concrete cell modules and below grade applications.

E. Sound Transmission:

1. In plaster or drywall partitions where thermal insulation and the reduction of sound transmission is required, use insulation board and mineral fiber insulation to reduce sound transmission.

THERMAL INSULATION 07 21 00-2

F. Fire Test Response Characteristics:

1. Provide NFPA 5000 standards for flame spread (FS) and smoke developed (SD) for insulation in concealed spaces, any type construction and as determined in accordance with the requirements of NFPA 255 (Standard Method of Test of Surface Burning Characteristics of Building Materials) or ASTM E84 (Standard Test Method of Surface Burning Characteristics of Building Materials).

a. Exception for cellulosic-fiber loose fill complying with 16 CFR 1209 and 16 CFR 1404, not sprayed.

b. Exception for ceiling plenum mineral-fiber shall meet UL 181 test.

G. Rigid Insulation:

1. Use only glass fiber and fiberboard types for structural foam board application.

H. Water Vapor Transmission:

1. Generally the following is required:

a. Use of closed cell insulation.

b. Application of the vapor retarder on warm-in-winter side.

c. Vapor retarders shall have a maximum perm rating of 1.0.

d. Avoid using vapor retarders of inadequate thickness for the application that can be easily damaged in the construction process.

e. Keep wall cavities clear of excess mortar and debris.

f. Mineral fiber insulation should fill the insulated cavity.

I. Insulation Density:

1. Blown-in loose-fill installed at low density reduces R-value when it settles. Apply loose-fill at normal density.

2. Avoid compressing mineral-fiber blankets as thermal resistance decreases with compression.

3. Foam plastic and molded bead board need certain density to resist damage. Molded-bead board should not be used in a density lower than

1.35 or 1.80 lb/cu. ft. (22 or 29 kg/cu. m.).

J. Placement and Anchorage:

1. For insulation application that do not fill the void, provide anchorage.

2. Factory installation of insulation in building component systems is encouraged whenever possible.

THERMAL INSULATION 07 21 00-3

1.3 SUBMITTALS

A. The Contractors shall submit thermal calculations for walls and roofs for all new building construction.

1.4 QUALITY ASSURANCE

A. Source limitation: obtain each type of building insulation through one source, from a single manufacturer.

1. Exception: insulation for precast concrete cells and precast concrete sandwich panels can be obtained from one manufacturer, separate from the project supplier to expedite delivery of the cells and precast panels.

B. Fire-Test-Response characteristics: provide insulation and related materials with fire-test-response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authority having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

1. Surface-burning characteristics: ASTM E 84.

2. Fire-resistive ratings: ASTM E 119.

3. Combustion characteristics (only unfaced mineral-fiber and unfaced cellular-glass insulation): ASTM E 136.

C. Delivery, Storage and Handling:

1. Protect insulation materials from physical damage and deterioration by moisture, soiling and other sources. Store inside in a dry location.

Comply with manufacturer’s written instructions for handling, storing and protecting during installation.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Glass-Fiber Blanket Insulation:

1. Faced glass-fiber blanket insulation: ASTM 665, type III, class A, category 1; faced with foil-scrim-kraft, foil-scrim or foil-scrim-polyethylene, or reinforced white vinyl vapor retarder membrane on 1 face; max. FS/FD of 25 and 50 respectively.

THERMAL INSULATION 07 21 00-4

PART 3 - EXECUTION (Not used)

END OF SECTION 07 21 00

THERMAL INSULATION 07 21 00-19

ROOFING INSTALLER’S WARRANTY

WHEREAS (Name) of (Address), herein called the “Roofing Installer” has performed roofing and associated work (“work) on the following project:

Owner: Address:

Building Name/Type: Address:

Area of Work: Acceptance Date:

Warranty Period: Expiration Date:

AND WHEREAS Roofing Installer has contracted (either directly with the Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition.

This Warranty is made subject to the following terms and conditions:

1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents, caused by: a) lightning; b) peak gust wind speed exceeding (#) mph (m/sec);

c) fire; d) failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration, and decomposition; e) faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports, and other edge conditions and penetrations of the work; f) vapor condensation on bottom of roofing; and g) activity on roofing by others, including construction contractors, maintenance personnel, other persons, and animals, whether authorized or unauthorized by Owner.

2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated.

3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work.

4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in connection with penetrations, attachments of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owners engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.

5. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray-cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on the date of said change, but only to the extent said change affects work covered by this Warranty.

6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration.

7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to Owner in cases of roofing failure. Specifically, this Warranty shall operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner’s General Contractor.

IN WITNESS THEREOF, this instrument has been duly executed this day of, 20 .

Authorized Signature:

Name:

Title:

MEMBRANE ROOFING (GENERAL) 07 50 00 – A1-20

SENSITIVE BUT UNCLASSIFIED - SBU

Joist

Prefinished�Standing� Seam�Panel

Insulation

Wire�Mesh

Suggested�Insulation�Installation�Method

Purling

EXIST.�TRUSS�

TOP�CHORDS

NEW�SLEEPERS�

12"�ON�CENTER

SLEEPER�/�TRUSS�

NAILING

ROOF�PLAN�(NO�PLYWOOD)

2�X�6�WOOD�SLEEPERS�

12"�ON�CENTER

ROOF�SECTION�(NO�PLYWOOD)

Rapides�Unit�Roof� Penetrations (Building�10)

�3"�Pipe�

19"�Curb� 21"�Curb 24"�Curb

13"�Curb

Vernon�Unit�Roof� Penetrations (Building�11)

�3"�Pipe�

19"�Curb 21"�Curb 24"�Curb

13"�Curb

Transition�Methods

Originial�Skylight�Details�(for�reference�only)

Originial�Skylight�Details�(for�reference�only)

Originial�Penetration�Details �(for�reference�only)