RFQ1240LU210005.pdf

1240LU21Q0005

1. REQUEST NO.

5a. ISSUED BY

NAME

a. NAME

c. STREET ADDRESS

d. CITY

10. PLEASE FURNISH QUOTATIONS TO

THE ISSUING OFFICE IN BLOCK 5a ON

OR BEFORE CLOSE OF BUSINESS (Date)

2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG.1

RATING

6. DELIVERY BY (Date)

7. DELIVERY

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

PAGE OF PAGES

5b. FOR INFORMATION CALL: (No collect calls)

TELEPHONE NUMBER

AREA CODE NUMBER

8. TO:

b. COMPANY

e. STATE f. ZIP CODE

c. CITY

d. STATE e. ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

THIS RFQ

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

IS IS NOT A SMALL BUSINESS SET ASIDEX

03/10/2021 1024937

1 1

INTERMOUNTAIN REGION

DILLON MT 59725

USDA-FS CONTRACT SERVICE AREA 9

07/15/2021

USDA FOREST SERVICE

DISTRICT RANGER

PO BOX 520 US HWY 91 N

WEST YELLOWSTONE

MT 59758

406 491-0561LISA RAKICH

03/31/2021 1500 MT

FOB DESTINATION

OTHER

(See Schedule)X

ITEM NO.

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

Please place pricing on Schedule of Items page.

Set Aside: Service-Disabled Veteran-Owned Small Business (SDVOSB)

E-Mail applicable Quote documents to:

lisa.rakich@usda.gov, (see Block 5b Issued By) Period of Performance: 06/01/2021 to 07/15/2021

0001 SHOP ROOF REPLACEMENT @ HEBGEN LAKE Ranger Station 1 EA

Delivery: 07/15/2021

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations

13. NAME AND ADDRESS OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

a. NAME OF QUOTER

AREA CODE

NUMBER

15. DATE OF QUOTATION

b. TELEPHONE are are not attached

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA - FAR (48 CFR) 53.215-1(a)

Shop Roof Replacement – Hebgen RD

Table of Contents

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

PART 1 - GENERAL

SECTION REQUIREMENTS

Submittals: Product Data, Shop Drawings, and Samples

Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles shown unless more stringent requirements are indicated

Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leakproof, secure, and noncorrosive installation

PRODUCTS

SHEET METAL

Metallic-Coated Steel Sheet: Galvanized structural-steel sheet, ASTM A 653/A 653M, G90, or aluminum-zinc alloy-coated structural-steel sheet, ASTM A 792/A 792M, Class AZ50 coating designation, Grade 40; 0.022-inch nominal thickness

ACCESSORIES

Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slip-resisting-polyethylene surfaced; with release paper backing; cold applied. Stable after testing at 240 deg F and passes after testing at minus 20 deg F; ASTM D 1970

Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners

Butyl Sealant: ASTM C 1311, solvent-release butyl rubber sealant

Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187

FABRICATION

Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated

Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints

Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to tolerances specified in MCA's "Guide Specification for Residential Metal Roofing."

INSTALLATION

Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion; set true to line and level. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible

Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards

Fabricate nonmoving seams in sheet metal with flat-lock seams

Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous sheet underlayment

D-1 PACKING AND MARKING

D-2 PROJECT LABELING FOR OFFICIAL COORESPONDENCE

SECTION E--INSPECTION AND ACCEPTANCE

E.1 CLAUSES

SECTION F--DELIVERIES OR PERFORMANCE

F.1 CLAUSES

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

SECTION H--SPECIAL CONTRACT REQUIREMENTS

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J--LIST OF ATTACHMENTS

J.1 Davis Bacon Wage Decision No. 20210033 dated 01/01/2021 6 Pages

PART IV--REPRESENTATIONS AND INSTRUCTIONS

SECTION K--REPRESENTATIONS, CERTIFICATIONS, AND

OTHER STATEMENTS OF OFFERORS OR RESPONDENTS

K.1 PROVISIONS

SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS

L.1 PROVISIONS

L.2 QUOTE PREPARATION INSTRUCTIONS:

SECTION M--EVALUATION FACTORS FOR AWARD

M.1 QUOTE EVALUATION

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

Garage/Shop Roof Replace

Hebgen RD – West Yellowstone Gallatin County, MT

B.1 SCHEDULE OF ITEMS

Pay Item

Number Description

Method of

Measurem ent

Pay

Unit

Estimated

Quantity Unit Price Total Price

01000 Mobilization LUMP

SUM LSQ 1

01100 Demolition and Disposal

LUMP

SUM LSQ 1

076100.1 Ice and Water

Underlayment

SQUARE

FOOT SF 3666

072100 Install purlins and insulation

SQUARE

FOOT SF 3666

076100.2 New metal roofing and

trim

SQUARE

FOOT SF 3666

TOTAL BASE

ITEMS $___________

ADDITIVE - ITEM 1

061000.1

Replace sheathing (if required)

SQUARE

FOOT SF 50

ADDITIVE - ITEM 2

076200 Soffit and Facia LINEAR

FOOT LF 270

ADDITIVE - ITEM 3

061000.2 Rafter Blocking LINEAR

FOOT LF 196

Vendor must QUOTE on all Items.

TOTAL of ALL

ITEMS

B.2 Method of Measure

LSQ= Lump Sum Quantity; SF = Square Feet; LF= Linear

DUNS# Bidder’s Name Phone#

Bidder’s Signature Email Address

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 PROJECT DESCRIPTION AND LOCATION

C.1.1 Intent of Contract – The intent of the contract is to provide for the completion of the work described below. The precise details of performing the work are not stipulated, except as considered essential for the successful completion of the work. Furnish all labor, material, equipment, tools, transportation, and supplies necessary to complete the work according to the contract.

C1.2 Scope of Contract. The work shall consist of removing and disposing of existing metal roofing, installing eave extensions, providing and installing roofing, underlayment, trim, soffit, and facia, and all necessary appurtenances.

The Contractor shall be responsible for verifying all measurements to determine necessary quantities and sizes of materials to be furnished.

ITEM 01000, Mobilization: Work shall consist of preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies, and incidentals to the project site; and for other work and operations that must be performed or costs incurred prior to beginning work on the various items on the project site.

ITEM 01100, Demolition and Disposal: Work shall consist of removal and disposal of excess materials from the building, such as old roofing, trim, underlayment, construction waste, etc. *This work includes removal of old Built Up Roof (BUR) and painted-on roofing sealant as required to expose sheathing for inspection prior installing underlayment in preparation for re-roofing.*

ITEM 076100.1, Ice and Water Shield Underlayment: Work shall consist of installing

Ice and Water Shield underlayment over the entire roof.

ITEM 072100, Install purlins and insulation: Work shall consist of contractor providing and installing 2x4 purlins and 1.5” blue board or equivalent, closed cell, R7.5 rigid foam insulation.

ITEM 076100.2, New Metal Roofing and Trim: Work shall consist of the contractor providing and installing metal roofing and trim on the building, as shown in the plans.

ADDITIVE - ITEM 1

061000.1, Replace Sheathing: Work shall consist of replacing damaged sheathing with new CDX plywood sheathing, as described in the drawings.

ADDITIVE - ITEM 2

076200, Soffit and Facia: Work shall consist of providing and installing minimum 26 gauge metal soffit and facia on the building, as shown in the drawings.

ADDITIVE - ITEM 3

061000.2, Rafter Blocking: Work shall consist of providing and installing blocking between rafters, at the front and back of the building, as shown in the drawings.

C.1.3 Project Location – This project is located at the Hebgen Lake Ranger District of the

Custer Gallatin National Forest in West Yellowstone, Montana.

C.1.4 Construction Magnitude – $25,000 -$100,000

C.1.5 Pre-bid Tour - No pre-bid tour of the project will be conducted.

Prospective bidders wishing to visit the site on their own may obtain direction information by contacting Zac Hiedeman at 406-587-6729, or Dave Kingston at the Hebgen Lake Ranger District, Custer-Gallatin National Forest 406-823-6969.

C.1.6 Start Work - It is estimated that work will begin in June 2021.

C.1.7 Period of Performance – Contract to be completed in 45 calendar days. Contractor may, upon approval of CO, opt to work over weekends. If contractor would like to exercise this option, provide work schedule and discuss with CO.

C.1.8 Government Furnished Materials – NA

C.1.09 Submittals – The contractor shall submit a Work Schedule and all material to be used on the project as specified in Section 07000 in the specifications

C.1.10 Disturbances – Contractor shall not block or inhibit access to this building. There are residents on the site, and thus work should occur between the hours of 0700-1900 on weekdays and 0800-1800 on weekends.

C.1.11 Staging Area – The Contractor shall coordinate with the CO on a staging area location.

The Contractor shall operate all equipment and store, transport, and handle materials in a manner that will not damage the existing roads, parking lots, and landscaping. Access must be maintained to the garage/shop, and other facilities on the site.

C.1.13 Potable Water – The contractor may use the water on-site.

C.1.14 Wastewater Facilities – The Contractor is advised that due to Covid-19, access to office restrooms may be prohibited. Rental of a porta-potty is REQUIRED under this contract.

If access to office restrooms is authorized, the Contractor shall be responsible for cleaning and/repairing the restroom if necessary, as a result of the Contractor’s operations.

C.1.15 Electrical – The Contractor may use on-site electrical service for operation of small power tools.

C.2 – CLEANUP AND DISPOSAL

C.2.1 Cleanup and Disposal – The Contractor shall be responsible for solid waste disposal.

The Contractor shall at all times keep the area in a clean, neat, and orderly condition.

Construction related debris, including but not limited to used motor oil, oil cans, grease cartridges and refuse shall be removed promptly from the site and disposed of in a lawful manner off National Forest System lands. Fees for the use of landfills or transfer stations shall be paid for by the Contractor if there is a charge.

C.3 – SECURITY AND PROTECTION

C.3.1 Security and Protection – Security is the responsibility of the Contractor. The

Contractor shall be responsible for protecting all equipment and supplies for use on the project and stored on the site. The Contractor shall be responsible for all costs required to provide such protection.

The Contractor shall complete sequences of construction activity in order to prevent damage to equipment, material, and articles incorporated into the work covered by this

C-4 – OTHER RELATED DOCUMENTS AND DRAWINGS

C4.1 The following CSI formatted specifications are part of this solicitation and any resulting

Section Description 010000 Mobilization 010250 Measurement and Payment 014000 Quality Control and Quantity Measurement 013300 Submittal Procedures 061000 Rough Carpentry 072100 Building Insulation 076100 Sheet Metal Roofing 076200 Sheet Metal Flashing and Trim

C4.2 The following Drawings are part of this solicitation and any resulting contract.

Sheet Description 1 Cover Sheet 2 Vicinity Map 3 Structural Notes

4 Photos 5 Plan and Profile 6 Structural Details 7 Roofing/Trim Details 8 Roofing/Trim Details 9 Roofing/Trim Details 10 Framing Details

SECTION 010000 – MOBILIZATION

PART I: GENERAL

1.1 SUMMARY

A. Section Includes: Preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site;

and for other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. This specification does not include moves between project sites.

PART II: PRODUCTS

(There are no applicable requirements.)

PART III: EXECUTION

(There are no applicable requirements.)

PART IV: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: Progress payments will be made as follows:

1. When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

2. When 10% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 10% of the original Contract amount, whichever is lesser, will be paid.

3. Upon completion of work for the project, payment of the amount bid for mobilization in excess of 10% of the original Contract amount will be paid.

4. The total sum of all payments shall not exceed the original Contract amount bid for mobilization, regardless of the fact that the Contractor may have shut down the work on the project or moved equipment away from the project and then back again.

4.2 BASIS OF PAYMENT:

Payment: No direct payment for moves between project sites will be made. The Contractor shall include consideration for moves between project sites in the bid price for other items of the Contract. Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

(01000) Mobilization. . . . . . . . . . . . . . . . . Lump Sum

END OF SECTION

SECTION 010250 – MEASUREMENT AND PAYMENT

PART I - GENERAL

1.1 Measurement and Payment - Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered as included in the payment for items shown.

When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any pay item, suffixes will be added to the item number to differentiate between items to be bid.

1.2 Determination of Quantities - The following methods of measurement are used to determine contract quantities for payment.

For individual construction items, longitudinal and lateral measurements for area computations will be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for seeding, mulching, geotextiles, netting, erosion control blankets, and sodding will be along slope lines.

Structures will be measured according to neat lines SHOWN ON THE DRAWINGS or as altered by the COR in writing to fit field conditions.

For standard manufactured items, such as fence, wire, plates, rolled shapes, pipe conduits, etc., identified by gauge, weight, section dimensions, etc., such identification shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances will be accepted.

1.3 Units of Measurement - Payment will be by units defined and determined according to

U.S. Standard measure as follows:

A. Acre – Make longitudinal and transverse measurements for area computations horizontally.

B. Cubic Yard - A measurement computed by one of the following methods:

1. Excavation, Embankment, or Borrow - The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

2. Material in Place or Stockpile - The measurement computed with dimensions of the in-place material.

3. Material in the Delivery Vehicle - The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

C. Cubic Yard Mile - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material 1 mile.

D. Each - One complete unit, which may consist of one or more parts.

E. Gallon – The quantity may be measured by any of the following methods:

1. Measured volume container.

2. Metered volume. Use an approved metering system

3. Commercially packaged volumes.

F. Hour – Measurement will be for the actual number of hours ordered and performed by the Contractor.

G. Linear Foot – Measure from end to end, parallel to the base or foundation being measured, or horizontal.

H. MFBM - One thousand board feet measure based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job.

I. Mile – Measure horizontal along the centerline of each roadway, approach road, or ramp.

J. Pound – If sacked or packaged material is furnished, the net weight as packed by the manufacturer may be used.

K. Square Foot - Measure on a plane parallel to the surface being measured or horizontal.

L. Square Yard – Measure on a plane parallel to the surface being measured or horizontal.

M. Station - One hundred linear feet measured horizontally.

N. Station Yard - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material one station.

O. Thousand Gallons Mile - A combination of linear and volumetric measurement meaning the movement of 1,000 gallons of material 1 mile.

P. Ton - Short ton consisting of 2,000 pounds.

Q. Ton Mile - A combination of linear and weight measurement meaning the movement of 1 ton of material 1 mile.

1.4 Methods of Measurement - One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item:

A. Contract Quantities (CQ) AND Design Quantities (DQ) - These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project.

Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units SHOWN in the SCHEDULE OF ITEMS may be authorized under any of the following conditions:

1. As a result of changes in the work authorized by the Contracting Officer.

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by more than 15 percent.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by more than 15%. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

B. Staked Quantities (SQ) - These quantities are determined from staked measurements prior to construction.

C. Actual Quantities (AQ) - These quantities are determined from measurements of completed work.

D. Vehicle Quantities (VQ) - These quantities are measured or weighed in hauling vehicles.

E. Lump Sum Quantities (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.

PART II - PRODUCTS (Not Applicable)

PART III - EXECUTION (Not Applicable)

SECTION 013300 - SUBMITTAL PROCEDURES

GENERAL

SUMMARY

This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

See other specification section within this package for additional requirements on submittal.

SUBMITTAL PROCEDURES

Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals.

CO will advise Contractor when a submittal being processed must be delayed for coordination.

If intermediate submittal is necessary, process it in same manner as initial submittal.

Allow 14 days for processing each re-submittal.

No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

Identification: Place a permanent label or title block on each submittal for identification.

Indicate name of firm or entity that prepared each submittal on label or title block.

Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

Include the following information on label for processing and recording action taken:

Project name.

Date.

Name and address of Contractor.

Name of manufacturer.

Unique identifier, including revision number.

Number and title of appropriate Specification Section.

Drawing number and detail references, as appropriate.

If more than one item is shown on submittal sheet, identify item.

Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

MEASUREMENT AND PAYMENT

No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PRODUCTS

ACTION SUBMITTALS – (Submittals requiring CO approval)

General: Prepare and submit Action Submittals required by individual Specification Sections.

Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

Mark each copy of each submittal to show which products and options are applicable.

Include the following information, as applicable:

Manufacturer's written recommendations.

Manufacturer's product specifications.

Manufacturer's installation instructions.

Manufacturer's catalog cuts.

Wiring diagrams showing factory-installed wiring.

Compliance with recognized trade association standards.

Compliance with recognized testing agency standards.

Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

Preparation: Include the following information, as applicable:

Dimensions.

Identification of products.

Fabrication and installation drawings.

Roughing-in and setting diagrams.

Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

Notation of dimensions established by field measurement.

Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

Samples: Prepare physical units of materials or products, including the following:

Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

General: Prepare and submit Informational Submittals required by other Specification Sections.

Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

CO will not return copies.

Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

Test and Inspection Reports: Comply with requirements in Section 014100 "Quality

Control."

Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

EXECUTION

GENERAL

Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

Submittals not required by the Contract Documents will not be reviewed and may be discarded.

Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

Requests for substitutions will only be considered if contractor submits the following:

Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title Subse ction Required Submittal

013300 Submittal Procedures 2.1D Construction Schedule 014100 Quality Control 1.3 A Contractor quality control plan 014100 Quality Control 1.3 B Permits, Licenses, and Certificates 061000 Rough Carpentry 1.3A Product Data 072100 Building Insulation 2.1A Product Data 076100 Sheet Metal Roofing 1.3A Product Data 076100 Sheet Metal Roofing 1.3B Shop Drawings 076200 Sheet Metal Flashing and Trim 1.1A Product Data 076200 Sheet Metal Flashing and Trim 1.1A Shop Drawings 079200 Joint Sealants 1.2.A Product Data

Spec.

Section Section Title Subse ction Required Submittal

079200 Joint Sealants 1.2A Product Data

END OF SECTION 013300

SECTION 01400 - QUALITY CONTROL AND QUANTITY MEASUREMENT

PART I - GENERAL

1.1 Scope - This work shall consist of providing quality control in conformance with the

Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

1.2 Measurement and Payment - No separate payment will be made for the work included under this section. Payment for this work is considered incidental to other items of work.

PART II - PRODUCTS (Not Applicable)

PART III – EXECUTION (Not Applicable)

SECTION 061000 - ROUGH CARPENTRY

PART 1 - GENERAL

SUMMARY

This section includes all work necessary or required for rough framing of the project, as indicated on the drawings. Such work includes, but is not necessarily limited to, framing, blocking and backing, furring, sheathing, subflooring and underlayment, and building wrap.

DEFINITIONS

Rough Carpentry: Carpentry work concealed by other construction and not specified in other Sections.

SUBMITTALS

Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.

QUALITY ASSURANCE

DELIVERY, STORAGE, AND HANDLING

Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PRODUCTS

WOOD PRODUCTS, GENERAL

Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review.

Factory mark each piece of lumber with grade stamp of grading agency.

For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece.

Wood Structural Panels:

Plywood: DOC PS 1.

Thickness: As needed to comply with requirements specified but not less than thickness indicated.

Factory mark panels according to indicated standard.

DIMENSION LUMBER

General: Provide dimension lumber of grades indicated according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated.

MISCELLANEOUS LUMBER

General: Provide lumber for support or attachment of other construction, including the following:

Blocking.

Furring.

For items of dimension lumber size, provide No. 2 grade lumber with 19 percent maximum moisture content and the following species:

Western woods; WCLIB or WWPA.

For furring strips for installing plywood or roofing, select boards with no knots capable of producing bent-over fasteners and damage to roofing.

ENGINEERED WOOD PRODUCTS

SHEATHING

Plywood Roof Sheathing: Exterior, Structural I sheathing.

Thickness: Not less than 19/32 inch.

EXECUTION

INSTALLATION, GENERAL

Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, and similar supports to comply with requirements for attaching other construction.

Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated lumber and plywood.

Securely attach rough carpentry work to substrate by anchoring and fastening as indicated.

Use structural exterior grade wood screws, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; predrill as required.

WOOD BLOCKING AND NAILER INSTALLATION

Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved.

Attach items to substrates to support applied loading. Recess screws flush with surfaces, unless otherwise indicated.

WOOD FURRING INSTALLATION

Install level and plumb with closure strips at edges and openings. Shim with wood as

WOOD STRUCTURAL PANEL INSTALLATION

General: Comply with applicable recommendations contained in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial," for types of structural-use panels and applications indicated.

Fastening Methods: Fasten panels as indicated below:

Sheathing:

Nail to wood framing with ring shank, galvanized, 8d nails.

END OF SECTION 061000

SECTION 072100 - BUILDING INSULATION

PART 1 - GENERAL

SUMMARY

This Section includes the following:

Perimeter wall insulation (supporting backfill).

Cavity-wall insulation.

Concealed building insulation.

Loose-fill building insulation.

Vapor retarders.

QUALITY ASSURANCE

Source Limitations: Obtain each type of building insulation through one source from a single manufacturer.

Fire-Test-Response Characteristics: Provide insulation and related materials with the 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 authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

Surface-Burning Characteristics: ASTM E 84.

Fire-Resistance Ratings: ASTM E 119.

Combustion Characteristics: ASTM E 136.

DELIVERY, STORAGE, AND HANDLING

Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation.

Protect plastic insulation as follows:

Do not expose to sunlight, except to extent necessary for period of installation and concealment.

Protect against ignition at all times. Do not deliver plastic insulating materials to Project site before installation time.

Complete installation and concealment of plastic materials as rapidly as possible in each area of construction.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price as shown on the Schedule of Items for the building.

PRODUCTS

FOAM-PLASTIC BOARD INSULATION

Extruded-Polystyrene Board Insulation: ASTM C 578, of type and density indicated below, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively:

Available Manufacturers:

DiversiFoam Products.

Dow Chemical Company.

Owens Corning.

Pactiv Building Products Division.

Type X, 1.3 lb/cu. ft.

Closed cell R 5 per inch (R7.5 for 1.5”) Compressive strength 15 psi Moisture-resistant vapor permeance of 1.00-in less than or equal to 1.5 ng/Pa*s*m2 water absorption by total immersion, max, volume: 0.3

Roofing-specific

EXECUTION

EXAMINATION

Examine substrates and conditions, with Installer present, for compliance with requirements of Sections in which substrates and related work are specified and for other conditions affecting performance.

Proceed with installation only after unsatisfactory conditions have been corrected.

PREPARATION

Clean substrates of substances harmful to insulation or vapor retarders, including removing projections capable of puncturing vapor retarders or of interfering with insulation attachment.

INSTALLATION, GENERAL

Comply with insulation manufacturer's written instructions applicable to products and application indicated.

Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow.

Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.

Water-Piping Coordination: If water piping is located within insulated exterior walls, coordinate location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates piping.

For preformed insulating units, provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness.

INSTALLATION OF GENERAL BUILDING INSULATION

Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units.

Seal joints between foam-plastic insulation units by applying adhesive, mastic, or sealant to edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed installation with adhesive, mastic, or sealant as recommended by insulation manufacturer.

Repair tears or punctures in vapor retarders immediately before concealment by other work.

Cover with vapor-retarder tape or another layer of vapor retarder.

PROTECTION

Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation.

END OF SECTION 072100

SECTION 076100 - SHEET METAL ROOFING

PART 1 - GENERAL

SUMMARY

This Section includes the following custom-fabricated sheet metal roofing:

Standing-seam metal roofing.

Related Sections include the following:

Section 07210 "Building Insulation" for roof insulation.

Section 07620 "Sheet Metal Flashing and Trim" for fascia flashings and other sheet metal work not part of sheet metal roofing.

Section 07710"Manufactured Roof Specialties" for fascia not part of sheet metal roofing.

Section 07720 "Roof Accessories" for accessories on roof.

Section 07920 "Joint Sealants" for field-applied sheet metal roofing sealants.

PERFORMANCE REQUIREMENTS

General: Provide complete sheet metal roofing system, including, but not limited to, cleats, clips, anchors and fasteners, sheet metal flashing and drainage components related to sheet metal roofing, fascia panels, trim, underlayment, and accessories as indicated and as required for a weathertight installation.

Wind-Uplift Resistance: Provide portable roll-forming equipment capable of producing sheet metal roofing assemblies that comply with UL 580 for Class 90 wind-uplift resistance.

Maintain UL certification of portable roll-forming equipment for duration of sheet metal roofing work.

Thermal Movements: Provide sheet metal roofing that allows for thermal movements resulting from changes in ambient and surface temperatures by preventing buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of sheet metal roofing thermal movements. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.

Water Infiltration: Provide sheet metal roofing that does not allow water infiltration to building interior, with metal flashing and connections of sheet metal roofing lapped to allow moisture to run over and off the material.

SUBMITTALS

Product Data: For each product indicated. Include details of construction relative to materials, dimensions of individual components and profiles, and finishes.

Qualification Data: For Installer.

QUALITY ASSURANCE

Installer Qualifications: Fabricator of sheet metal roofing.

Custom-Fabricated Sheet Metal Roofing Fabricator Qualifications: Shop that employs skilled workers who custom-fabricate sheet metal roofing similar to that required for this Project and whose products have a record of successful in-service performance.

Sheet Metal Roofing Standard: Comply with SMACNA's "Architectural Sheet Metal Manual."

Conform to dimensions and profiles shown unless more stringent requirements are indicated.

DELIVERY, STORAGE, AND HANDLING

Deliver components, and other sheet metal roofing materials so as not to be damaged or deformed. Package sheet metal roofing materials for protection during transportation and handling.

Unload, store, and erect sheet metal roofing materials in a manner to prevent bending, warping, twisting, and surface damage.

Stack materials on platforms or pallets, covered with suitable weathertight and ventilated covering. Store sheet metal roofing materials to ensure dryness. Do not store sheet metal roofing materials in contact with other materials that might cause staining, denting, or other surface damage.

Protect strippable protective covering on sheet metal roofing from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal roofing installation.

COORDINATION

Coordinate installation of roof curbs, equipment supports, and roof penetrations, which are specified in Section 07720 "Roof Accessories."

Coordinate sheet metal roofing with rain drainage work, flashing, trim, and construction of parapets, walls, and other adjoining work to provide a leakproof, secure, and non-corrosive installation.

WARRANTY

Special Warranty on Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace sheet metal roofing that shows evidence of deterioration of factory-applied finishes within specified warranty period.

Fluoropolymer Finish: Deterioration includes, but is not limited to, the following:

Color fading more than 5 Hunter units when tested according to ASTM D 2244.

Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.

Cracking, checking, peeling, or failure of paint to adhere to bare metal.

Finish Warranty Period: 20 years from date of Substantial Completion.

Special Installer's Warranty: Roofing Installer's warranty, on warranty form at end of this Section, signed by Roofing Installer, in which Roofing Installer agrees to repair or replace components of custom-fabricated sheet metal roofing that fail in materials or workmanship within specified warranty period.

Failures include, but are not limited to, the following:

Structural failures.

Loose parts.

Wrinkling or buckling.

Failure to remain weathertight, including uncontrolled water leakage.

Deterioration of metals, metal finishes, and other materials beyond normal weathering, including nonuniformity of color or finish.

Galvanic action between sheet metal roofing and dissimilar materials.

Warranty Period: Two years from date of Substantial Completion.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price as shown on the Schedule of Items for the building.

PRODUCTS

MANUFACTURERS

In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection:

Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified.

ROOFING SHEET METALS

Metallic-Coated Steel Sheet Pre-painted with Coil Coating: Steel sheet metallic coated by the hot-dip process and pre-painted by the coil-coating process to comply with

ASTM A 755/A 755M.

Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation;

structural quality.

Surface: Smooth, flat finish.

Thickness: 0.0276 inch (24-GA), unless otherwise indicated.

Exposed Finishes: Apply the following coil coating, as specified or indicated on

Drawings:

High-Performance Organic Finish: Prepare, pre-treat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

Fluoropolymer Two-Coat System: Manufacturer's standard two-coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with physical properties and coating performance requirements of AAMA 2605, except as modified below:

Humidity Resistance: 2000 hours.

Salt-Spray Resistance: 2000 hours.

Color: As indicated by manufacturer's designations.

UNDERLAYMENT MATERIALS

Self-Adhering, High-Temperature Sheet: 60 mils thick minimum, consisting of slip-resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive, with release-paper backing; cold applied. Provide primer when recommended by underlayment manufacturer.

Thermal Stability: Stable after testing at 240 deg F; ASTM D 1970.

Low Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970.

Available Products:

Carlisle Coatings & Waterproofing, Div. of Carlisle Companies Inc.; Dri- Start "HR" High Performance Roofing Underlayment.

Grace, W. R. & Co.; Grace Ultra.

Henry Company; Perma-Seal PE.

Metal-Fab Manufacturing, LLC; MetShield.

Certainteed Corp., Stormguard HT.

MISCELLANEOUS MATERIALS

General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for a complete roofing system and as recommended by fabricator for sheet metal roofing.

Wood Battens: Lumber complying with requirements in Section 06100 "Rough Carpentry".

Fasteners: Self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads.

Exposed Fasteners: Heads matching color of sheet metal roofing by means of plastic caps or factory-applied coating.

Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws with hex washer head.

Blind Fasteners: High-strength aluminum or stainless-steel rivets.

Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing tape with release-paper backing. Provide permanently elastic, non-sag, nontoxic, non-staining tape.

Elastomeric Joint Sealant: ASTM C 920, of base polymer, type, grade, class, and use classifications required to produce joints in sheet metal roofing that will remain weathertight and as recommended by roll-formed sheet metal roofing manufacturer for installation indicated.

ACCESSORIES

Sheet Metal Roofing Accessories: Provide components required for a complete sheet metal roofing assembly including trim, copings, fasciae, corner units, ridge closures, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of sheet metal roofing, unless otherwise indicated.

Closures: Provide closures at eaves and ridges, fabricated of same metal as sheet metal roofing.

Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

Closures: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- thick, flexible closure strips;

cut or premolded to match sheet metal roofing profile. Provide closure strips where indicated or necessary to ensure weathertight construction.

Flashing and Trim: Formed from 0.0179-inch- thick, zinc-coated (galvanized) steel sheet or aluminum-zinc alloy-coated steel sheet prepainted with coil coating. Provide flashing and trim as required to seal against weather and to provide finished appearance.

Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers.