2015ReserveResidenceRoofsrfqFINAL_(7).pdf

SOL NO: AG-8399-S-15-0008

UNIT: Gila N.F.

PROJ NAME: 2015 Reserve Residence Roofs

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CONSTRUCTION RFQ SOL NO: AG-8399-S-15-0008

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PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

ITEM

NO.

DESCRIPTION

QTY.

UNIT OF

ISSUE

TOTAL

AMOUNT

Furnish all necessary equipment, labor, materials, supervision and incidentals needed to replace the following roofs:

Replace Upper Residence

Roof per contract specifications. (Est. 2150

Sq. Ft.)

JOB

Replace Middle

Residence Roof per contract specifications.

(Est. 1,570 Sq. Ft.)

Replace Lower Residence

Roof per contract specifications. (Est. 1,570

Sq. Ft.)

TOTAL

PRICING TO INCLUDE ALL FEDERAL AND NEW MEXICO GROSS RECEIPTS TAX.

See Section M for evaluation criteria. Offeror’s must submit Experience Questionnaire in Response to Section M.

Certification of Tax Liability is required on page 35 and 36 of this solicitation.

NOTE: FACSIMILE OR E-MAIL OFFERS WILL NOT BE ACCEPTED OR CONSIDERED FOR AWARD.

TIN No.:_______________________________________

DUNS No.:_____________________________________

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

SECTION 01010

PART 1 GENERAL

1.01 SUMMARY

A. Description of Work: Work for this contract shall include replacement of roofs for three buildings at the Reserve administrative area in Reserve, NM. Work shall include all labor, tools and materials for installation of 3 new metal roofs over the existing foam roofs. The existing foam shall remain in place for insulation purposes but may require some demolition for construction purposes. The upper residence roof shall include built up of roof to a minimum of 1:12 and decking to increase pitch and allow for attachment of new metal roof. The other two residences may be built directly upon the existing surface with new metal roof.

However, all attachments of the metal roofs shall be secure.

The new roofs shall include replacement of all facias and installation of gutters with downspouts. Installation shall include all metal trim, fasteners, perimeter and penetration flashing, closures and other devices for secure anchorage of panels to substructure provided for this purpose. Color shall be brown.

Square footages are as approximated on drawings. Roof penetrations vary in size.

Contractor shall verify all penetrations and measurements prior to bidding and shall ensure final roof installation has proper sealing at these penetrations upon completion of job.

B. Location: Work under this contract is located in Reserve, Catron County, New

Mexico.

1.02 REFERENCES

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms:

Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor from the following:

B. Construction which is not governed by a local building code or the Contract

Specifications will be governed by the more stringent provisions of the latest published edition, or Statute adopted edition, of the following applicable codes:

01010-01

AAMA Architectural Aluminum Manufacturer’s Association

2700 River Road, Suite 118

Des Plaines, IL 60118

ANSI American National Standards Institute

1430 Broadway

New York, NY 10018

ASHC American Society of Hardware Consultants

7711 Old Springhouse Rd.

McLean, VA 22102-3474

ASTM American Society of Testing and Materials

1916 Race Street

Philadelphia, PA 19103

AWI Architectural Woodwork Institute

2310 S. Water Reed Dr.

Arlington, VA 22206

AWPA American Wood Preservers’ Association

P. O. Box 849

Stevensville, MO 21666

CPSC Consumer Products Safety Commission

Superintendent of Documents

Owner Printing Office

Washington, DC 20402

FM Factory Mutual System

Factory Mutual Engineering and Research Corporation

P. O. Box 888

Norwood, MA 02062

FS Federal Specifications/Standards

NAAMM National Association of Architectural Metal Manufacturers

221 N. LaSalle St.

Chicago, IL 60601-1426

NBS National Bureau of Standards

Gaithersburg, MD 20899

01010-02

NFPA National Fire Protection Association

Batterymarch Park

Quincy, MA 02269

NPCA National Paint and Coatings Association

1500 Rhode Island Avenue, N.W.

Washington, DC 20005

NWMA National Woodwork Manufacturing Association, Inc.

205 W. Touhy Ave.

Park Ridge, IL 60068

OSHA Occupational Safety and Health Administrations’ Standards

U. S. Department of Labor

Denver Area Office

333 West Colfax Ave.

Denver, CO 80204

PS Product Standard (U.S. Department of Commerce)

SSPC Steel Structures Painting Council

4400 5 th

Ave.

Pittsburgh, PA 15213

WCLIB West Coast Lumber Inspection Bureau

P. O. Box 23145

Portland, OR 97225

WWPA Western Wood Products Association

1500 Yeon Building

Portland, OR 97204

1. NOTE: Federal specifications and catalogues may be obtained at Business

Service Centers of Regional Offices of the General Services

Administration, Washington, DC; Boston, MA; New York, NY;

Philadelphia, PA; Atlanta, GA; Chicago, IL: Kansas City, MO; Ft. Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.

C. Referenced Codes with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be

01010-03 construed the same as the respective expressions represented. Copies of the referenced codes referred to herein may be procured by the Contractor from the following:

NFPA Life Safety Code

National Fire Protection Association

Batterymarch Park

Quincy, MA 02269

UBC Uniform Building Code

International Conference of Building Officials

5360 S. Workman Mill Rd.

Whittier, CA 90601

UL Underwriters’ Laboratories, Inc.

333 Pfingston Rd.

Northbrook, IL 60062

1.03 QUALITY ASSURANCE

A. Code and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as if they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

C. Measurements: Where approved manufacturers’ diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use including the electrical service requirements. Be certain it is compatible with the structural and architectural features of the work, avoids conflicts with equipment of other crafts, and will fit in the space provided.

01010-04

1.04 DELIVERY, STORAGE, AND HANDLING

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturers’ name and brand designation and contents legibly indicated. The containers shall bear the referenced specification number, type and class as applicable.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturers’ recommendations that will protect them from damage until installation of the project and final acceptance. The storage area shall permit access for inspection and handling.

C. Handling: The Contractor shall load and unload products in such manner that protects them from damage until installation on the project.

1.05 PROJECT/SITE CONDITIONS

A. Access to the Work: Contractor shall coordinate with Forest for all access to the site.

1.06 SEQUENCING AND SCHEDULING

A. Requirements: The Contractor shall be responsible for operations necessary to complete the work, including coordination with other crafts relative to the contractor’s requirements. Work shall be scheduled in such a manner as to avoid delays in overall construction and permit proper installation of work.

1.07 MISCELLANEOUS REQUIREMENTS

A. The organization of these specifications into Divisions, Sections and Articles, and the arrangement of the drawings, shall not control the Contractor in dividing the work among subcontractors or in establishing the extent of work to be performed by any trade.

B. Do not scale any drawings. Rely on printed dimensions.

C. Field verification of scale dimensions is required since actual locations, distances, and levels will be governed by actual field conditions.

1.08 UTILITY CONNECTIONS

A. Electrical Service: Existing electrical service to the building. Contractor shall be responsible for all necessary connections.

01010-05

B. Water Service: Contractor shall be responsible for extending existing supply to all necessary points of use.

1.09 CONSTRUCTION SCHEDULE AND PROGRESS CHARTS:

A. If, in the opinion of the Contracting Officer’s Representative, the work accomplished falls behind that schedule, the Contractor shall take such action as necessary to improve his progress. In addition, the Contracting Officer’s

Representative may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of work within the contract time. If the

Contracting Officer’s Representative finds the proposed plan not acceptable, he may require the Contractor to submit a new plan. If a satisfactory plan is not agreed upon, the Contracting Officer’s Representative may require the Contractor to increase the work force, the construction plan and equipment, or the number of work shifts, without additional cost to the Forest.

B. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Contracting Officer’s Representative that the

Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified.

1.10 CUTTING AND PATCHING: In addition to the requirements of the General

Conditions, Contractor shall perform all cutting and patching required to remove and replace work not conforming to the requirements of the Contract Documents, to uncover ill-timed work for inspection, to replace defective work, to make parts fit properly, etc., and shall:

A. Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in conformance with the Contracting Officer’s Representative’s written direction.

B. Prior to cutting which affects structural safety, submit written request to the

Contracting Officer’s Representative for permission to proceed with cutting.

C. Prior to cutting and patching performed pursuant to the Contracting Officer’s

Representative’s instructions, submit cost estimate to the Contracting Officer’s

Representative. Secure the Contracting Officer’s Representative’s approval of cost estimates and type of cost reimbursement before proceeding with cutting and patching.

D. Submit written notice to the Contracting Officer’s Representative designating time the work will be uncovered, to provide for the Contracting Officer’s

Representative’s observation.

01010-06

E. Perform all other cutting and patching needed to comply with the Contract

Documents at no additional cost to the Forest. (The Forest will reimburse the contractor for cutting and patching performed pursuant to the Contracting

Officer’s Representative’s written request after claim for such reimbursement is submitted by the Contractor.)

1.12 TEMPORARY CONSTRUCTION AND SERVICES: The Contractor shall provide the following specific items of temporary construction and services:

A. Temporary Water:

1. Water required in the performance of the Contract shall be available at the site and paid for by the Forest. Contractor shall practice prudent use of water.

2. Contractor shall furnish and install all mains, laterals, branch lines and service pipings and fittings to supply temporary water in sufficient quantity as required to locations of the building and shall bear costs of making the service connections at approved locations. Temporary connections and piping shall be removed and all openings closed at the end of the work.

B. Temporary Electric Service:

1. Electricity required in the performance of the Contract shall be available at the site and paid for by the Forest. Contractor shall practice prudent use of electricity.

C. Contractor may use existing toilet facilities. Contractor shall maintain facilities in a clean and neat condition.

D. Temporary Closures: Contractor shall erect temporary closures over openings when weather conditions render such action necessary for proper installation of any portion of the work. The Contractor shall also install temporary partitions as shown or required to separate work under construction from areas occupied by the

Forest.

E. Protection of Work in Place: Work in place that is subject to injury because of operations carried on adjacent thereto shall be covered, boarded up or substantially enclosed with adequate protection. Permanent openings used as thoroughfares for the introduction of work and materials to the structure shall have heads, jambs and sills well blocked and boarded. All forms of protection shall be constructed in such manner that on completion the entire work will be delivered to Forest in unblemished condition.

F. Temporary Fire Protection: Contractor shall provide and maintain fire extinguishers, fire hoses and other equipment necessary for fire protection during construction. Such equipment shall be used for fire protection only.

01010-07

G. Signs: No signs will be permitted on the Project except the project sign, identifying captions over offices, certain directional and warning signs required for safety and protection. Contractor shall take all necessary steps to prevent installation of any unauthorized signs, and, should any appear, cause them to be removed immediately, and repair and repaint any damage caused thereby without additional cost to the Forest.

H. Scaffolds and Runways: Contractor shall furnish, erect and maintain for duration of the Work as required, all scaffolds, runways, guard rails, platforms and similar temporary construction as may be necessary for performance of the Contract.

Such facilities shall be of type and arrangement as required for their specific use;

shall be substantially constructed throughout, strongly supported, well secured, and shall comply with all applicable rules and regulations of applicable State and local codes.

I. Temporary Buildings: All temporary buildings shall be maintained in a neat orderly appearance for the duration of the Work.

J. Removal of Temporary Construction: Temporary office facilities, toilets, storage sheds, and other construction of a temporary nature shall be removed from the site as soon as the progress of the Work will permit; and the portions of the site occupied by the same shall be properly restored.

1.13 CLEANING UP: In addition to other provisions of the Specifications, the following shall be required:

A. Besides the “removal of waste materials,” the following special cleaning shall be required just prior to acceptance.

1. Remove stains, wash and polish glass inside and outside. This work shall be done by persons skilled and equipped for such work.

2. Remove foreign matter, marks, stains, foreign paint, fingerprints, soil and dirt from (and have in a polished condition where applicable) the following:

a. Painted, decorated and stained Work.

b. All hardware, fixtures and incorporated equipment.

c. All finished surfaces and metal surfaces, whether interior or exterior.

d. All doors and windows.

3. Use only the cleaning materials and equipment, which are compatible with the surface being cleaned, as recommended by the manufacturer of the material or as approved by the Contracting Officer’s Representative.

B. In addition to the clean-up provisions of the Specifications, the Contractor shall take appropriate steps to prevent airborne dust due to the Work of the Contract.

01010-08

Water shall be applied wherever practical to settle and hold dust to a minimum, particularly during excavation and moving of materials.

1.14 EXAMINATION OF SITE

A. Bidders are requested to visit the site, compare the specifications with any work in place, and inform themselves of all conditions, including other work, if any, being performed. Failure to visit sites will in no way relieve the successful bidder from necessity of furnishing any materials or performing any work that may be required to complete work in accordance with drawings and specifications, without additional cost to the Forest.

B. Information respecting the site of the work given in drawings or specification is believed to be reasonably correct, but the Forest does not warrant either the completeness of accuracy of such information, and it is the responsibility of the contractor to verify all such information independently and to make such other examination of the conditions to be encountered during construction.

C. The Contractor acknowledges that he has investigated and satisfied himself as to the conditions affecting the work, including, but not restricted to, those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads and uncertainties and conditions of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work. The Contractor further acknowledges that he has satisfied himself to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the sites. Any failure by the Contractor to acquaint himself with the available information will not relieve him from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Forest assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available by the Contracting Officer’s Representative.

PART 2 PRODUCTS

2.01 GENERAL

A. (See specific section for applicable requirements).

PART 3 EXECUTION

3.01 PROTECTION

01010-09

A. Damage: Repair of damage to new construction and equipment or existing utilities resulting from construction procedures, shall not be initiated prior to notification of the Contracting Officer’s Representative.

B. Right-of-Way: Existing utility lines shall have the right-of-way over all other lines, and all lines encountered by the Contractor shall be carefully maintained in proper alignment. Should the Contractor find that the grades of new utility lines intersect existing utility lines, he shall stop the laying of the new lines until new grades are established.

C. Repairs: The Contractor shall repair damages to any new or existing active utility above or below ground, whether indicated on the drawings or not, and immediately report such damage to the Contracting Officer’s Representative. All costs of repair for damages due to the Contractor’s negligence will be paid by the

Contractor.

END OF SECTION

01010-10

SECTION 02040

DEMOLITION

PART 1 GENERAL

1.01 DESCRIPTION

A. Some minor demolition may be required for installation of the new roof systems..

B. Patch all existing surfaces that are disturbed, damaged or otherwise made defective in appearance or function by the execution of required work under this contract. Repair and resurface all disturbed areas using compatible materials to match adjacent surfaces in hardness and texture.

1.02 QUALITY ASSURANCE

A. Contractor shall coordinate construction procedures and schedule with

Contracting Officer’s Representative, and shall comply with all applicable requirements found in the Construction Documents.

PART 2 PRODUCTS

2.01 DISPOSITION OF MATERIALS

A. Remove all materials or debris resulting from demolition operation from the site promptly. No accumulation of debris will be permitted.

B. Do not burn wood and inflammable debris resulting from demolition operations on the site.

C. Contractor is responsible for disposal of materials removed.

PART 3 EXECUTION

3.01 PREPARATION

A. Plan all work in advance, informing Contracting Officer’s Representative of procedure and schedule.

3.02 INSTALLATION

A. Protect existing buildings and adjacent surfaces, features, and property. Restore to original condition all work damaged or otherwise made defective in appearance or function by the execution of required work under this contract. Interference with Forest’s use of existing buildings and facilities shall be kept to a minimum and all work resulting in such interference shall be performed at a time approved beforehand by the Contracting Officer’s Representative.

B. Remove all work carefully and only to the extent required for the final work.

Remove all loose or damaged materials, caused by demolition, noted or specified to be removed.

02040-01

C. Conduct all operations with a minimum of noise.

D. Where openings are to be cut in existing structures; cut such openings with care.

Where materials, equipment, frames, etc., are to be removed, remove such items with care to minimize damage to adjacent materials. Structural shoring and/or bracing may be necessary for safety reasons and to prevent structural collapse.

E. After the demolition work in any area is completed, clean the area before any new construction is started.

F. Any abandoned utilities to be terminated at floor, walls, ceilings, and other locations shall be capped securely within floor, wall, or ceiling, tested by

Contractor and approved by Contracting Officer’s Representative before being covered. After approval, areas shall be patched and finished to match adjacent surfaces. Utility connections include, but are not limited to, water, electric, phone, computer, drains, vents, and other utilities.

3.03 PROTECTION

A. Take reasonable and adequate precautions to protect the Forest’s property from damage during demolition work, moving of debris, and damage by the elements.

Restore any damage to Forest property due to the aforesaid work or replace in a manner satisfactory to the Contracting Officer’s Representative.

B. Provide and maintain suitable barricades, shelters, lights, and danger signals during the progress of the work. They shall meet the requirements of the applicable building codes, safety codes & regulations. Assume the responsibility of barriers to completion of contract and remove same.

02040-02

SECTION 06100

ROUGH CARPENTRY

PART 1 GENERAL

1.01 DESCRIPTION

A. Work under this Section includes furnishing and installation of all miscellaneous wood framing as required to complete structural framing as required due to alterations from demolition to the structures.

B. Work under this Section shall also include, but shall not be limited to: scaffolding, runways, temporary protection of construction, temporary enclosures, plywood, furring, blocking, nailing strips and rough hardware.

1.02 QUALITY ASSURANCE

A. The following standards shall be used as they apply to products specified:

1. Lumber, boards and framing: West Coast Lumber Inspection Bureau, latest edition.

2. Plywood shall meet U.S. Product Standard PS-1 and be grade stamped by

American Plywood Association.

3. Lumber treatment shall conform to standards of the American Wood

Preservers Association (AWPA) of the Society of American Wood

Preservers. Inc. (AWPI).

4. Fasteners shall be made from carbon steel or carbon steel wire conforming to ASTM A-307 and as detailed in AISC Manual.

5. Uniform Building Code, latest edition.

B. All lumber and plywood shall have a factory-applied grade stamp indicating grade, mill and species.

C. Lumber moisture content: (treated or untreated) Not more than 16 percent for framing lumber 2-inches and less and boards 8-inches and less in width. Boards wider than 8-inches in width or more than 2-inches thick must not be more than

19 percent.

1.03 DELIVERY AND STORAGE

A. Delivery and storage: Lumber delivered to the site shall be carefully piled off the ground in such a manner as to insure proper drainage, ventilation and protection from the weather. Sufficient support and stacking methods shall be provided as to prevent warping and sets. The Contractor shall assume the risk of all materials and shall store at the site in approved weather-tight enclosures only. Material shall not be brought into the building until work preceding its use is completed and dry.

PART 2 PRODUCTS

06100-01

2.01 MATERIALS

A. Lumber shall conform to the following grades for uses noted. For uses not specified or noted in detail, furnish at least “Standard” grade material.

1. Wood blocking, nailers, etc., shall be nominal 2-inch material Stud Grade as defined in Paragraph 121-C of the Standard Grading Rules for West

Coast Lumber.

2. Material over 8-feet long shall be Light Framing Construction Grade as defined in paragraph 122-B of the Standard Grading Rules for West Coast

Lumber.

3. Joists and planks shall be No. 1 or No. 2 Structural Joist and Plank as defined in Paragraphs 123-B and 123-C of the Standard Grading Rules for

West Coast (includes 2 x 6 x 10; and larger planks used as studs).

4. Studs shall be Stud Grade as defined in Paragraph 121-C of the Standard

Grading Rules for West Coast Lumber (limited to 2 x 3, 2 x 4, and 2 x 6-in lengths less 10-feet). Wood bucks, plates, nailers, etc., shall be nominal 2-inch material.

5. Beams and stringers, rough or surfaced, 5” and thicker, rectangular, width more than 2” greater than thickness shall be standard grade beams and stringers as defined in Paragraph 130-C of the Standard Grading Rules for

West Coast Lumber.

B. Plywood and Structural Panels

1. Telephone backboard: ¾” Thick, A-D interior Group 1.

C. Miscellaneous Materials (to be used where specified or applicable)

1. Fasteners

a. Nails shall be standard common wire nails meeting Federal

Specification FF-S-101 unless otherwise specified.

b. Wood screws shall meet Federal Specifications FF-S-11.

c. Lag bolts shall meet Federal Specification FF-B-561.

d. Expansion bolts shall be wedge type anchors, as manufactured by

Phillips Drill Company.

e. Bolts and nuts shall meet ASTM A307.

f. Miscellaneous clamps. Washers and spacers: all of steel or iron, standard types and manufacture.

g. Power driven connectors shall be “Ramset” or accepted equal.

h. All fasteners and nails exposed to the exterior shall be galvanized.

i. Wood connectors and clips shall be galvanized sheet steel. All connectors and clips shall be of type for use intended and sized to support the load imposed based on the manufacturer’s load tables.

Simpson Co., or accepted equal.

D. Preservative Treated Lumber

1. All wood products that are within twelve inches of the finish grade, in

06100-02

2. contact with concrete or masonry, or in contact with or below the finish grade shall be pressure treated with Pentachlorophenol preservative. Treat in accordance with AWPB Quality Standard LP44 with Pentachlorophenol to a net retention of 0.60 lbs per cu. Ft. Kiln dried after impregnation.

a. Treated materials cut after treatment shall have such surfaces well brush- coated with two (2) coats of the same preservative used in the original treatment but having a concentration of 3 to 5 times greater than the initial treating solution.

PART 3 EXECUTION

3.01 GENERAL

A. Nailing and bolting shall conform to specifications by the National Lumber

Manufacturers Association manual for House Framing and the Manual of

Acceptable Practices, 1973 Edition, by U.S. Department of Housing and Urban

Development, Chapter 6, and with Table 25-Q of the Uniform Building Code, latest edition, copies of which are to be furnished by the Contractor and be at the project site.

B. All work shall conform to OSHA requirements.

3.02 LAYOUT

A. Layout framing to coordinate with other trades. Verify location of plumbing and electrical fixtures that may affect framing.

3.03 INSTALLATION

A. Framing

1. All framing shall be square, plumb, true to line and level or as detailed.

All joints to be cut cleanly and fit tightly, and securely fastened. Discard material, which has defects, which would impair service intended.

Furnish all bridging, blocking, fire stops, mailers, furring, etc., detailed or required to complete the job. Provide all rough bucks, nailers, grounds and backing throughout to properly support all cabinets, hardware, woodwork, trim, fixtures, accessories and all other items shown or required. Coordinate with other trades for rough-in dimensions.

2. Wall, floor, and ceiling surfaces shall not be used for attaching the above items unless backed by structural plywood and then only as approved by the Contracting Officer’s Representative, or unless detailed accordingly.

Provide all required openings with wood bucks and securely anchor. Set bucks plumb and true to receive finished frames.

3. Box nails may be used for all miscellaneous interior nailing. All nails for exterior use shall be galvanized. Framing anchors shall be fastened by nails provided by the framing anchor manufacturer. Spikes and nails shall

06100-03 penetrate ½ their length except 16d nails may be used to connect 2” material to 2” material. Where necessary, pilot drill before nailing to avoid splitting.

4. Set wood sills and plates secure, level and true.

5. Do all cutting and framing required by the work of other trades.

6. Double top plates and lap 4 feet at splices unless otherwise noted. Make all joints accurately and neatly. Replace any defective work.

7. Provide bearing (cripples) for headers. Double all headers.

8. Install two-inch solid stock firestops in all wood stud walls and partitions, including furred spaces, so placed that the maximum dimension of any concealed space is not over 10-feet.

9. Set joists and headers with crown up.

10. Do not cut framing members for passage of pipes or conduits without

Contracting Officer’s Representative’s permission.

11. Level joists, beams, plates, on masonry or concrete with slate or similar material only. Shims not permitted on wood or metal bearings, except as detailed.

12. Provide solid blocking installed flat at all mechanical and electrical vapor barrier penetration. On the interior face of the exterior stud wall, flat blocking (installed at each electrical and mechanical penetration) shall be a minimum of four inches larger than the penetration. Locate the penetration at the centerline of the flat blocking.

13. Provide ½” x ½” notch in bottom plate of exterior wall (on exterior side of plate) at each space between studs, and similarly notch blocking between studs in these walls.

B. Wall framing shall have studs spaced not greater than 16” on centers unless otherwise indicated or detailed. Install double studs at all openings and triple studs at corners. See drawing for typical corner framing. All bearing walls shall have double top plate. Headers over openings shall be full thickness of wall.

Each header shall be supported by at least one full height cripple. Provide blocking for the installation and anchorage of hardware, plumbing and electrical fixtures, equipment and accessories. Coordinate with other trades.

D. Power driven connectors: all wood to steel, wood to masonry or concrete, sheet metal to steel and sheet metal to masonry or concrete connections (unless otherwise detailed) shall be made with power driven connectors with quantity and spacing not more than 2 feet 8 inches o.c. Use following sizes: 2X to structural steel # 3345, fill 2 inches to block/concrete # 3479, 2X to block/concrete # 3300, sheet metal to structural steel # 2326 or # 2327, sheet metal to concrete or block #

3336. Reference numbers refer to Ramset fasteners. Acceptable equals will be allowed. Reference numbers refer to Ramset fasteners. Acceptable equals are manufactured by Hilti, Speed, Remington, & Omark.

06100-4

3.03 TOLERANCES

A. Maximum deviation from a plumb and level plane shall not exceed 1:500 for walls and floors. Maximum permissible variation for entire length shall not exceed 1” from plan dimensions and elevations.

B. Maximum permissible crook for the various framing members shall be light as defined in the Standard Grading Rules for West Coast Lumber Current issue, Chapter 13.

C. Maximum permissible straight-line variation between and 3 studs measured at a point midway between top and bottom plates shall not exceed ¼”.

06100-05

SECTION 07420

PREFORMED METAL ROOF PANELS

PART 1 GENERAL

1.01 DESCRIPTION

A. Furnish all material, labor and equipment to complete the installation of preformed metal roof panel systems as specified herein. Installation shall include all metal trim, fasteners, perimeter and penetration flashing, closures and other devices for secure anchorage of panels to substructure provided for this purpose.

1.02 SUBMITTALS

A. Shop drawings: Show roofing system with flashings and accessories in plan and elevation, sections and details. Include metal thicknesses and finishes, panel lengths, joining details, anchorage details, flashings and special fabrication provisions for termination and penetrations. Indicate relationships with adjacent and interfacing work.

B. Product data: Include manufacturer’s detailed material and system description, sealant and closure installation instructions, engineering performance data and finish specifications.

1.03 DELIVERY, STORAGE, AND HANDLING

A. Manufacturer’s responsibility:

1. Protect components during fabrication and packing from mechanical abuse, stains, discoloration, and corrosion.

2. Provide protective interleaving between contact areas of exposed surfaces to prevent abrasion during shipment, storage, and handling.

B. Installer’s responsibility:

1. Store materials off ground providing for drainage; under cover providing for air circulation; and protected from wind movement, foreign material contamination, mechanical damage, cement, lime or other corrosive substances.

2. Handle materials to prevent damage to surface, edges and ends of roofing sheets and sheet metal items. Damaged material shall be rejected and removed from the site.

3. Protect panels from wind-related damages.

4. Inspect materials upon delivery. Reject and remove physically damaged or marred material from project site.

07420-01

1.04 JOB CONDITIONS

A. Determine that work of other trades will not hamper or conflict with necessary fabrication and storage requirements for preformed metal roofing system.

B. Protection of Roof system:

1. Provide protection or avoid traffic on completed roof surfaces.

2. Do not overload roof with stored material.

3. Do not support roof-mounted equipment directly on roofing system.

C. Ascertain that work of other trades, which penetrates the roof and is to be made watertight by approved methods prior to installation of metal roof panels.

1.05 QUALITY CRITERIA

A. Applicable Standards:

1. American Iron and Steel Institute (AISI):

a. 1986 Specification for the Design of Cold-Formed Steel Structural

Members.

2. American Society for Testing and Materials (ASTM):

a. A792-86 - Specification for Steel Sheet, Aluminum-Zinc Alloy-

Coated by the Hot-Dip Process.

b. B209-86 - Specification for Aluminum and Aluminum-Alloy Sheet

& Plate.

c. A446-83 - Specification for Steel Sheet Zinc-coated (galvanized) by the Hot-Dip process, structural (physical) quality.

3. Sheet Metal and Air Conditioning Contractors National Association

(SMACNA): 1993 Architectural Sheet Metal Manual, 5 th edition.

B. Fabrication/Installer Qualifications:

1. Fabricator/Installer shall have trained supervisory personnel observing and directing work.

2. If required, fabricator/installer shall submit work experience and evidence of adequate financial responsibility. Architect reserves the right to inspect fabrication facilities in determining qualifications.

1.06 WARRANTY

A. Provide twenty-year warranty for exterior pre-finished surfaces, covering pre-finished color coat against chipping, cracking or crazing, blistering, peeling, chalking, or fading.

PART 2 PRODUCTS

2.01 MANUFACTURERS

METAL ROOF SYSTEM

07420-02

A. Basis for specification: PBR Panels as manufactured by NCI Metal Depots; Waller, TX. or as approved in advance by Contracting Officer’s Representative.

B. Roof Covering System:

1. Includes: Exterior roof panels, panel attachments, roof accessories, sealants, mastics, trim and flashing as required.

2. Panel Rib System

a. 24-Ga. 80,000-psi steel.

b. Siliconized polyester finish, 20 year warranty

c. Side laps minimum of 1

d. Pitch as shown on the drawings.

e. Panel continuous from eave to ridge

f. Exposed fasteners with integral sealing washer heads

g. Wind uplift rating: UL-90 B.

C. Sheet Steel Stock: ASTM A446, Grade A; zinc-coated to ASTM A525, designation; pre-finished, color shall be Brown.

D. Joint Seal Gaskets: Manufacturer’s standard as required. Shall be sealed securely.

E. Fasteners: Manufacturer’s standard type, galvanized to ASTM A386, finish to match adjacent surfaces when exposed.

F. Provide all miscellaneous accessories for complete installation.

G. Sealant: Manufacturer’s standard non-staining, elastomeric, skinning.

H. PBR Light Transmitting Panels: shall be constructed from 8 oz. high- strength woven reinforced fiberglass.

I. Sculptured Rake: For use with PBR Panels 26 ga. To be brown in color

J. Sculptured Eve Gutter: For PBR Panel To be brown in color

K. Ridge Cap: 26 gauge To be brown in color

L. Downspouts with 45 o Elbows: To be brown in color

M. Closure Strips: Shall be used at eve and ridge. Per manufacturer’s installation requirements.

2.02 ACCESSORY PRODUCTS

A. Sealant:

1. Acceptable product: As specified in manufacturer’s written instructions for Concealed and Exposed applications.

2. Colors: Brown

2.03 FABRICATION

A. Shop fabricate metal panels and flashing components to the maximum extent possible, forming metal work with clear, sharp, straight, and uniform bends and rises. Hem exposed edges of flashings.

07420–03

B. Form flashing components from full single width sheet in minimum 10’-0” sections. Provide shop fabricated, mitered corners, joined using closed end pop rivets and joint sealant.

C. Fabricate metal panels and related sheet metal work in accordance with approved shop drawings and applicable standards.

PART 3 EXECUTION

3.01 PREPARATION

A. Inspection: Examine the alignment and placement of the building structure and substrate. Correct any objectionable warp, waves or buckles in the substrate before proceeding with installation of the preformed metal roofing.

3.02 METAL ROOF PANEL SYSTEM INSTALLATION

A. Install metal panel system and flashings in accordance with approved shop drawings and manufacturer’s product data.

B. Use gasketed fasteners where required to prevent corrosive action between fastener, substrate, and panels.

C. Seal laps and joints in accordance with metal panel system manufacturer’s product data.

D. Coordinate flashing and sheet metal work to provide weathertight conditions at all penetrations and terminations.

1. Fabricate and install in accordance with standards of SMACNA Manual.

2. Provide for temperature expansion/contraction movement of panels at all penetrations and surface mounted equipment in accordance with system manufacturer’s product data and design calculations

E. Remove damaged work and replace with new, undamaged components.

F. Touch up exposed panel surface finish using paint furnished by metal panel manufacturer and matching exposed metal panel surface finish.

G. Clean exposed surfaces of metal panels and accessories after completion of installation. Leave in clean condition at date of substantial completion. Touch up minor abrasions and scratches in finish.

3.03 FLASHING AND TRIM

A. Supply at rakes, including peak and corner assemblies, high and low eaves, corners bases, framed openings, and edge of fascia and as required to provide for weather tightness and finished appearance.

07420-03

GUTTER AND DOWNSPOUT FABRICATION

A. Fabricate of same material and finish as roof metal.

1. Form gutters and downspouts of 24-Ga. and size to collect and remove water. Fabricate with connection pieces.

2. Form section in maximum possible lengths. Hem exposed edges. Allow for expansion at joints.

3. Provide downspouts at all drops

4. Ensure all seams are adequately sealed

5. All gutters shall have slope and support to drain properly, no sagging will be allowed

A. Fabricate support straps of same material and finish as roofing metal, color as selected.

3.06 COLORS

B. Brown

07420-04

SECTION 07900

SEALANTS AND CAULKING

PART 1 GENERAL

1.01 DESCRIPTION

A. Furnish and install all sealants for weather tightness of all exterior materials.

Where particular sealants and caulking are specified by manufacturer of elements to be sealed or caulked; use products and installation methods per manufacturers’ printed instructions.

1.02 QUALITY ASSURANCE

A. Acceptable Manufacturers

1. Dow Corning

2. General Electric

3. Other as approved by COR

PART 2 PRODUCTS

2.01 MATERIALS (to be used where applicable)

A. One-part silicone rubber sealant (Dow Corning Part No. 732) for exterior work.

PART 3 EXECUTION

3.01 INSTALLATION

A. Before starting any caulking, thoroughly prepare surface in strict accordance with manufacturer’s printed instructions. This is to include preparing proper joint, cleaning surfaces, installing proper back-up and bond breakers where required.

Apply surface conditioner and apply masking tape where required.

B. Joints deeper than ½-inch shall be built-up to a depth of 3/8-inch below adjacent surfaces with approved filler material prior to applying sealant.

C. Sealant shall be used from manufacturer’s unopened cartridge in standard open type hand-operated caulking gun. Nozzle shall be cut to proper size to obtain neat, smooth and uniform bead.

D. A full bead of sealant shall be applied into the joint under sufficient pressure, drawing nozzle across sealant to leave slightly concave surface. If required, sealant shall be tooled with caulking tool.

E. All sealed joints shall be watertight. Joints shall be caulked before painting adjacent work. Do not paint over caulking compound.

F. Follow manufacturer’s printed instructions for all applications.

G. Where flexible sealant is required and voids occur, fill joint with back-up material

07900-01

H. specified for use. For joints up to 1/2” wide, depth of joint shall be equal to width; for joints over 1/2” wide, depth shall be ½-of width up to 1”. Joints over l” wide shall not exceed 1/2” depth.

I. Temperature shall not be less than 40-degrees F. when flexible sealant is installed.

J. Apply flexible sealant from a gun or cartridge in a neat bead, well bonded to both sides and extending full depth of rabbet. Mask and strike joints as required for neatness. Solvent-clean smears immediately. Upon completion, joint shall be smooth, free from holes and watertight.

07900-02

PRICE RANGE

Between: $25,000.00 and $100,000.

AGAR 452.211-72 Statement of Work/Specifications (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities

(except as otherwise specified), to perform the Statement of Work/Specifications referenced in

Section J.

AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-1 Contractor Inspection Requirements (APR 1984)

52.246-12 Inspection of Construction (AUG 1996)

52.246-13 Inspection–Dispmantling, Demolition, or Removal of Improvements (AUG 1996) http://www.arnet.gov/far/

SECTION F--DELIVERIES OR PERFORMANCE

they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

52.242-14 Suspension of Work (APR 1984)

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to (a) commence work under this contract within _10_ calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than __60__ . The time stated for completion shall include final cleanup of the premises.

AGAR 452.236-75 Maximum Workweek – Construction Schedule (NOV 1996) Within _N/A_____ calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following information in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts, and

(b) The hours (including the daily starting and stopping times) and days of the week the

Contractor proposed to carry out the work.

The maximum workweek that will be approved is _40 Hours__.

SECTION G--CONTRACT ADMINISTRATION DATA

AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within __10_ days after the date of contract award. The conference will be held at the Reserve

Ranger District Office, Reserve, New Mexico.

GOVERNMENT-FURNISHED PROPERTY

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the

Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

Utilities

SECTION H--SPECIAL CONTRACT REQUIREMENTS

Non Discrimination The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or part of an individual’s income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA’s TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil

Rights, 1400 Independence Avenue, S.W., Washington, DC 20250-9410, or call (800) 795-3272

(voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.

FAR 52.236-4 Physical Data (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The

Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by _____N/A_____

(b) Weather conditions __________

(c) Transportation facilities _________

(d) ___________

Utility Services

{For this Solicitation, there are NO clauses in this Section}

PART II--CONTRACT CLAUSES

they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

www.usda.gov/procurement/policy/agar.html

52.202-1 Definitions (JAN 2012)

52.203-3 Gratuities (APR 1984)

52.203-5 Covenant Against Contingent Fees (APR 1984)

52.203-6 Restrictions on Subcontractor Sales to the Government (SEP 2006)

52.203-7 Anti-Kickback Procedures (OCT 2010)

52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (JAN 1997)

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (JAN 1997)

52.203-11 Certificaton and Disclosure Regarding Payments to Influence Certain Federal

Transactions (SEP 2007)

52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010)

52.204-2 Securtiy Requirements AUG 1996)

52.204-3 Taxpaper Identification (OCT 1998)

52.204-4 Printed or Copied Double-Sided on Recycled Paper (MAY 2011)

52.204-5 Women-Owned Business (Other Than Small Business) (MAY 1990)

52.204-9 Personal Identity Verification of Contractor Personnel (SEP 2007)

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (DEC 2009)

52.211-18 Variation In Estimated Quantity (APR 1984)

52.215-2 Audit and Records -- Negotiation (OCT 2010)

52.215-8 Order of Precedence--Uniform Contract Format (OCT 1997)

52.219-4 Notice Of Price Evaluations Preference for HUBZone Small Business Concerns

(JUL 2005)

52.219-6 Notice Of Total Small Business Set-Aside (NOV 2011)

52.219-8 Utilization of Small Business Concerns (JAN 2011)

Alternate II (Oct 2001)

52.219-14 Limitations on Subcontracting (NOV 2011)

52.222-3 Convict Labor (JUN 2003)

52.222-4 Contract Work Hours and Safety Standards Act -- Overtime Compensation (JUL

2005)

52.222-6 Davis-Bacon Act (JUL 2005)

52.222-7 Witholding of Funds (FEB 1988)

52.222-8 Payrolls and Basic Records (FEB 1988)

52.222-9 Apprentices and Trainees (JUL 2005) http://www.usda.gov/procurement/policy/agar.html

52.222-15 Certification of Eleigibility (FEB 1988)

52.222-21 Prohibition of Segregated Facilities (FEB 1999)

52.222-26 Equal Opportunity (MAR 2007)

52.222-35 Equal Opportunity for Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (SEP 2010)

52.222-36 Affirmative Action for Workers with Disabilities (OCT 2010)

52.222-37 Employment Reports on Special Disabled Veterans, Veterans of the Vietnam Era, and Other Eligible Veterans (SEP 2010)

52.222-41 Service Contract Act of 1965 (NOV 2007)

52.222-44 Fair Labor Standards Act and Service Contract Act--Price Adjustment (SEP 2009)

52.222-50 Combating Trafficking in Persons (FEB 2009)

52.222.54…