Specifications.pdf

USDA Forest Service Project Specifications

August, 14, 2014 Roosevelt Camp Conversion to Recreation

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. PART 1 - GENERAL

PART 1 GENERAL

1.01 DESCRIPTION

A. The work of this section consists of submittal requirements before and during construction.

B. This section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other miscellaneous submittals.

1.02 SUBMITTAL AND APPROVAL PROCEDURES

A. The following is a list of submittals that may not consist of the complete list, and may be added at the discretion of the Contracting Officer.

Section Part/Subpart

06 61 00 Part 1.03

08 11 13 Part 1.03

08 70 00 Part 1.04

09 90 00 Part 1.3

09 90 00 Part 1.4.C

12 26 23 Part 1.02

23 00 00 Part 1.02

B. As specified in the individual sections, forward submittals to Contracting Officer at least 15 days before need for approval. Unless a different number is specified submit two paper copies of all submittals requested or one electronic version.

C. Shop Drawings: Include the following information with each copy of shop drawings:

1. Firm or entity that prepared each submittal clearly at the top of each submittal.

Name and address of the prime Contractor

2. Project name.

3. Date.

4. Date of revisions (when applicable).

5. Professional Engineer’s Stamp and Signature where required.

6. Contractor's certification that shop drawing has been checked for compliance with contract documents.

7. Number and title of appropriate Specification Section and drawing number and detail reference as appropriate.

8. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

9. Materials used and manufacturer’s information.

10. All required dimensions.

11. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

D. Samples: Samples shall be large enough to illustrate clearly the functional characteristics.

E. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

F. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for

Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

G. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

H. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waivers all claims for additional expenses that may be incurred as a result of the substitution.

I. Construction Materials: The Contractor is encouraged to submit for approval products made out of local, recycled, or environmentally responsible material.

J. Submittal Identification:

1. All sets of shop drawings, manufacturer's catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information uniquely identifying the submittal, manufacturer, date, specification section stamped on the submittal.

K. Contracting Officer's Review:

1. Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk.

2. After reviewing submittals, the Contracting Officer will return one copy of applicable (marked up) submittal sheets to the Contractor. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The

Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting

Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified. The Contractor shall allow an additional 15 days for CO approval of resubmittals.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

END OF SECTION 01 33 00

SECTION 02 41 13.10

SELECTIVE DEMOLITION

1.PART 1 - GENERAL

1.01 DESCRIPTION

A. The work of this section consists of demolition and removal of elements as shown on the drawings and specifications and other related items needed to complete this

Contract. The work includes backfilling, grading, and base course rock.

1.02 QUALITY ASSURANCE

A. Comply with safety requirements for demolition, ANSI A10.6-90.

1.03 PROJECT CONDITIONS

A. Keep dust to a minimum at removal site and on haul roads.

B. Ensure safety of persons in demolition area. Provide temporary barricades as required.

C. Explosives: Not Permitted.

2.PART 2 PRODUCTS

2.01 BACKFILL MATERIALS

A. Native soils, stone, gravel, or sand, free from debris, frozen materials, and roots and other organic matter and pieces of concrete and masonry smaller than 1 square foot and suitably shaped for compaction may be used in backfill.

3.PART 3 EXECUTION

3.01 PREPARATION

A. Protect buildings, structures, utilities, and vegetation to remain.

3.02 DEMOLITION

A. Decommission existing water system, sewage septic tank system, and other items in accordance with applicable local, state, and federal requirements.

B. See Part 1, The Schedule for a detailed list of items to be removed or relocated.

C. For existing appurtenances shown to be removed, no part of the remaining structure shall remain within 36 inches of the finished ground.

3.03 RESTORATION

A. Finished surfaces shall be the same as the surrounding surface (i.e. lawn grass, native grass, compacted gravel, etc.)

B. Backfilling:

1. Ensure that areas to be filled are free from standing water, frost, frozen material, and debris.

2. Place backfill materials in horizontal layers not exceeding 12 inches in loose depth. Compact each layer, at optimum moisture content to a density equal to surrounding ground. Compaction equipment shall be able to compact backfill with a minimum 2,200 pounds per square foot force.

C. Grading: Restored Areas: Grade surface to blend with original contours and provide free drainage flow.

3.04 DISPOSAL

A. Dispose of unsuitable and excess material.

B. Selected materials to be removed and legally recycled or disposed of off government property in accordance with local, state, and federal regulations.

END OF SECTION 02 41 13

SECTION 06 10 00

ROUGH CARPENTRY

1.PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies rough carpentry, including all framing, sheathing, and underlayment.

1.02 RELATED SECTIONS

A. 06 13 35 Deck and Timber Work

B. 06 41 00 – Casework

1.03 SUBMITTALS

A. Bunk Bed Framing Sketch should option be awarded.

1.04 QUALITY ASSURANCE

A. Furnish materials complying with the following:

1. Yellow Cedar.

a. Supplied from a local Tongass National Forest source or approved source by the Contracting Officer.

b. Material shall be free from defects.

2. Softwood Lumber.

a. Graded in accordance with the latest edition of "Standard Grading Rules No.

17,” WCLIB, or "Western Grading Rules," WWPA. Lumber grades specified below are taken from " Standard Grading Rules, No. 17." Equal grades from

"Western Grading Rules" are acceptable. Furnish lumber bearing a recognized grading bureau mark or a "Certificate of Grade" may be substituted. Where a grade for Douglas Fir (DF) species is indicated, other species, if approved by the COR, may be supplied on an equal stress grade basis.

3. Pressure Treatment.

a. Waterborne, conforming to AWPA C2, AWPA P5.

4. Plywood.

a. Graded in accordance with APA PS 1-95. Furnish panels identifiable by a grade trademark of a recognized grading association. Index numbers listed

(i.e. 24/0) may be larger but not smaller than shown.

5. All materials and construction techniques shall meet applicable Local codes or the requirements herein, whichever is stricter.

2.PART 2 - PRODUCTS

2.01 MATERIALS

A. Lumber.

1. Furnish S4S lumber, unless otherwise shown on drawings. Furnish lumber with a moisture content of 19 percent or less for material 3 inches and less in nominal thickness, unless otherwise specified.

3.PART 3 - EXECUTION

3.01 CONSTRUCTION

A. Framing.

1. Make joints in beam and girders over supports unless shown otherwise on the drawings.

2. Nail built-up girders from both sides with 16d nails at 30 inches on center staggered in 2 rows. Provide 2 nails at each end of each piece and each splice.

3. Provide flat washers on all anchor bolts.

4. Set joist with crown side up. Install solid blocking over supports. Provide a minimum of 1-1/2 inch bearing for each joists. Nail with two16d nails at each bearing. Double joists under parallel partitions and at all openings.

5. Toenail rim joists to sill with 8d nails 16 on center.

6. Lap joists over girders 4 inches minimum. Nail with three 16d nails from each side.

7. Notching of joist will be allowed in the end 1/3 of the span only. Limit notching to 1/6 of the joist depth.

8. Provide continuous length studs. Nail studs to top plate with four 8d toenails or two 16d end nails.

9. Do not splice columns. Cut ends square to provide full bearing. Nail columns top and bottom with four 16d toenails, or as shown on drawings.

B. Treated Wood.

1. Field treat cuts and holes in pressure treated members with copper naphthenate.

C. Decking

1. Apply 2 coats of water protection treatment to all wood deck parts.

D. Outhouse Framing and Sheathing

1. Treat all wood framing members less than 6 inches above grade for ‘Soil and

Fresh Water Use’.

2. Treat all other wood framing members for ‘Above Ground Use’

3. Treat sheathing below grade for ‘Soil and Fresh Water Use’

4. Apply 2 coats of Flood CWF, UV stain or approved equivalent to the exterior.

5. Apply 2 coats of water-based white paint to the interior.

E. Exposed Hardware.

1. Provide rough hardware for the proper installation of work. Install hot-dipped galvanized hardware, nails, bolts, etc. at locations exposed to the weather.

4.PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION 06 10 00

SECTION 061335

DECK AND WALKWAY TIMBER WORK

PART 1 – GENERAL

1.01 DESCRIPTION

A. This specification defines requirements for construction of the main deck.

1.02 DELIVERY, STORAGE, AND HANDLING:

A. Handle and store pressure treated lumber in accordance with AWPA M4. Carefully handle members without dropping, breaking of outer fibers, and penetrating the surface with tools. Peaveys, cant hooks, pikes, and other pointed tools shall not be used in handling treated lumber.

PART 2 – PRODUCTS

2.01 MATERIALS

A. Poles/posts: Provide rough sawn pressure-treated Douglas Fir No. 2 or better.

B. Lumber:

1. Lumber for decking, rail posts and rails, bench members, and other exposed pieces shall be Alaska Yellow Cedar, Grade #1 or better, and free of wane on one side.

2. Decking material shall be 2x6 cedar.

3. Posts shall be 6x6 cedar or treated lumber.

4. Beams shall be two 2x10(s) fastened together cedar or treated lumber.

5. Handrail and Guardrail system shall be yellow cedar sized as shown on the drawings.

C. Preservative Treated Wood

1. Treat all Douglas Fir – Larch lumber in accordance with AWPA standards. Treat to retention of 0.6 pcf in light solvent. Provide wood treated in accordance with WWPI

Best Management Practices for the Use of Treated Wood in Aquatic Environments.

Provide manufacturer certification of BMP treatment.

2. Field treat cuts, bevels, notches, refacing and abrasions made in the field in accordance with AWPA M4, MSDS and CIS.

3. Inspect all preservative-treated wood visually to ensure there are no excessive residual materials or preservative deposits. Materials shall be clean and dry or it will be rejected because of environmental concerns.

4. Worker protection: Provide protective equipment for personnel fabricating, field treating, or handling materials treated wood products.

5. MSDS and CIS: Provide materials and safety data sheets (MSDS) and consumer information sheets (CIS) associated with timber pile preservative treatment.

Contractor shall comply with all safety precautions indicated on MSDS and CIS.

6. Best management practices (BMPS): The producer of the treated wood products shall provide certification that best management practices (BMPS) for the use of treated wood in aquatic environments were utilized including a written description and appropriate documentation of the BMPS utilized. Use BMPs and guide specifications for treated wood in aquatic environments from Western Wood Preservers Institute

(WWPI).

7. Hardware:

a. Bolts with necessary nuts and washers shall be ASTM A307. Provide malleable iron washers under bolt heads and nuts bearing directly on wood.

b. Provide timber connectors and other metal fastenings of type and size shown.

c. Except for fasteners specified as stainless steel, hot-dip galvanize all hardware per ASTM A153.

d. Provide hardware that is compatible with preservative treatment used.

PART 3 – EXECUTION

3.01 GENERAL

A. Posts: The 6x6 posts shall be notched to a depth of 3” and the full height of the beam. The beam shall be set in the notch and bolted to the posts with two ½” diameter thru bolts.

B. Ledger boards at the building shall not be used unless approved by the CO. Deck shall be free standing.

C. Setting posts/timbers: Furnish, deliver, and install concrete Pier Bases with adjustable height galvanized pier blocks to accommodate the wood beams and/or joists. Pier Bases shall be 8”x8” square at the base minimum. Pier bases shall have at least 3 rows along the

50’ length, which are spaced at 16” on-center.

D. Bracing: Diagonal bracing shall be provided and shall be attached to beam and/or joists at 2’ square to the post. Braces shall be fastened with six 10d galvanized nails.

E. Beams: Beams shall be constructed of two 2x10(s) and fastened together with two 10d nails at each end and one 10d nail every 16” staggered top and bottom. Prior to placing beams, prepare tops of post/piles according to paragraphs entitled "setting posts/timbers". Place timber beams to secure bearing over tops of supporting posts or piles and to secure even alignment of their ends. Secure beams to post/pile as shown. Splice beams at interior posts only.

F. Stringers: Place crown up. Tops of stringers shall not vary from a plane more than will permit bearing of the decking on stringers. Butt-joint and splice outside stringers, but lap interior stringers to take bearing over full width of beam or floor beam at each end. Connect stringers as indicated. Stringers may be of sufficient length to cover two spans, except on horizontal alignment changes. Frame blocking for rail post connection as shown between stringers.

G. Lumber framing: Cut and frame lumber and timber so that joints will fit over contact surface. Secure timbers and piles in alignment. Open joints are unacceptable. Shimming is not allowed.

H. Decking: Lay deck planks with heart side down (unless board would have wane on top, then lay wane side down) and with 3/8” gap between planks. Connect each plank to each joist with (3) #12x3-1/2” stainless steel (type 300 series) screws, flathead or bugle head. Place screws at least 2 1/2 inches from edges of the plank. Cut ends of planks parallel to center line of walkway or to required contour if adjacent to a building. Grade planks as to thickness and lay so that adjacent planks vary less than 1/16 inch. Provide neatly trimmed ends following edge of adjacent structures providing clearance as per existing walk.

I. Railing: Provide surfaced (S4S) material for railings and posts and connect as shown.

Connect railing to posts with (2) #10x3½” stainless steel (type 300 series) screws, flathead or bugle head at each joint. Splice all rails at post supports. Space posts at 6' max. Reinforce spliced and corners of rails with galvanized steel strap as detailed in drawings. Provide double posts at changes in rail alignment and miter rail boards at intersections.

J. Fastening:

a. At support post/piles, beam and braces, bolt members together when they are installed and retighten immediately prior to final completion.

b. U-shaped joist hangers shall be used and rated a minimum capacity of 1,000 lbs.

K. Galvanized surfaces: Repair and recoat zinc coating which has been field or shop cut, burned by welding, abraded, or otherwise damaged to such an extent as to expose the base metal.

Thoroughly clean the damaged area by wire brushing and remove loose or cracked zinc coating prior to painting. Paint cleaned area with two coats of zinc oxide-zinc dust paint conforming to Mil-P-21035.

L. Handrail and guardrails shall be provided per the drawings.

M. Stairs

a. All stringers shall be 2x12 minimum

b. Maximum riser height is 8-1/4”

c. Minimum tread depth is 9”.

d. Stairs, treads, risers and nosing shall not vary more than 3/8”.

N. Accessible ramp plywood shall be exterior grade and covered with rolled roofing.

3.02 DISPOSAL OF MATERIALS:

Dispose of all construction debris in a landfill approved by EPA to accept materials including pressure treated wood. Follow laws and regulations concerning such disposal.

END OF SECTION 06 13 35

SECTION 08 11 00

STANDARD STEEL DOORS AND FRAMES

1.PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies hollow metal doors and frames.

1.02 RELATED SECTIONS

A. 08 70 00 - Hardware.

1.03 SUBMITTALS

A. As specified in Section 01330.

B. Manufacturer’s Literature

C. Manufacturer’s Installation Instructions

2.PART 2 - PRODUCTS

2.01 MATERIALS

A. Frames.

1. Per manufacturer of door.

B. Silencers.

1. Provide 3 rubber silencers per jamb or continuous per door unit.

C. Anchors.

1. 18 gauge steel, 3 per jamb or per door manufacturer.

D. Doors.

1. 36” wide Pre-Hung Fiberglass Entry Door, insulated, no glass. Similar or equal to

Therma-Tru S210, 6-panel style.

3.PART 3 - EXECUTION

3.01 FABRICATION

A. Frames.

1. Form frames to the configuration shown on the Drawings. Provide concealed reinforcement for the type of hardware, and thickness and width of the door.

B. Doors.

1. Install per manufacturer’s recommendations.

C. Finish.

1. Clean all surfaces of the doors and frames. Apply grey prime coat and finish at the factory.

D. Weather Stripping.

1. Prepare doors for applicable weather stripping. Adjust to proper level so that weather stripping fits closely but does not bind door.

3.02 INSTALLATION

A. Install frames with heads level and maintain jamb plumb and square.

1. Doors shall be fitted to 3/32 inch clearance in frames, 1/2 inch over floors and 3/16 inch over threshold.

END OF SECTION 08 11 00

SECTION 08 70 00

HARDWARE

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies hardware.

B. Furnish 2 keys with each lockset. Key each building alike. Furnish butts with non-rising pin on all exterior outswing doors.

C. Manufacturer's numbers listed are to establish standards of design, function, and quality of materials. Products of other manufacturers having substantially equal design, function, and quality may be submitted for approval. Forest Service locks will be furnished by the Government and installed by the Contractor.

1.02 RELATED SECTIONS

A. 08 11 13 - Standard Steel Doors and Frames.

1.03 SYSTEM DESCRIPTION

A. Furnish hardware conforming to the respective American National Standards Institute, Inc. (ANSI) A156, or Builders Hardware Manufacturer's Association (BHMA), as applicable. Door numbers are shown on Drawings.

1.04 SUBMITTALS

A. Submit finish hardware schedule for approval. List hardware for each opening separately in numerical order, listing material, finish, and manufacturer's number.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. Hardware Group 1 (Cabin Entrance Doors, 2 each)

1. 1-1/2 Pr. butts 4-1/2" x 4-1/2", A8112 Temp., finish #652.

2. Series 4000 Grade 1, F109, 1, grade, AB Entrance Lock

3. Weatherstripping

B. Hardware Group 2 (Outhouse Door, 1 each)

1. 1-1/2 Pr. butts 4-1/2" x 4-1/2", A8112 Temp., finish #652.

2. Residential Grade, Privacy Lever Bathroom Lockset, Inside lock, can be opened from the outside with small tool. Turning inside releases lock.

3. Weatherstripping

3. PART 3 - EXECUTION

3.01 INSTALLATION

A. Secure approval of locations, keying, marking, and methods of installation before proceeding with work.

B. Install finish hardware according to manufacturer's instructions.

C. Remove and replace hardware as necessary to prevent damage, soiling, and staining during painting operations.

D. Protect hardware finish by covering, masking, or other methods.

PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION 08 70 00

SECTION 09 90 01

PAINTING

1.PART 1 GENERAL

1.01 SUMMARY

A. The work of this section consists of painting and finishing work, including touch-up of factory or shop applied prime coats, painting mechanical and electrical work, and applying piping identification symbols and colors. The work does not include painting prefinished items, finished metal surfaces, or operating parts.

1.02 DEFINITIONS

A. VOC: Volatile Organic Compounds.

1.03 SUBMITTALS

A. As specified in Section 01330.

B. A complete list of materials proposed to be provided for the work.

C. Prepare at the job site 12 inch by 12 inch color samples of paint applied on same surface material as will be used in the work.

D. Furnish 1 quart minimum of each type and color of paint used to CO for future use.

1.04 PROJECT/SITE CONDITIONS

A. Apply finish material when temperature is 50 degrees F or above. Do not apply exterior materials in damp, rainy weather. Do not apply paint on surfaces in direct sunlight. Apply finishes only when air is free of dust that would speck the finish.

B. Keep fire hazard to a minimum; remove from the area daily all oily rags, waste, and other combustibles not in covered metal containers.

C. Maintenance data for review and approval.

1. Manufacturer's cleaning instructions for painted surfaces.

2. A final paint schedule listing, for each type of paint material used, the manufacturer, product name and/or number, color name and/or number, and locations installed.

2.PART 2 PRODUCTS

2.01 MATERIALS

A. Paint and Finish Products.

1. Paint specified in this section is based on products manufactured by Sherwin-

Williams Company, Cleveland, Ohio. Other manufacturer's products may be used provided they are approved as equals. Provide primers and other undercoat paint produced by same manufacturer as finish coats. Paint products shall be fresh and well ground; shall not settle readily, cake, or thicken in the container; shall be broken up readily with paddle to a smooth consistency; and shall have easy application properties. Other materials such as linseed oil, turpentine, mineral spirits, miscellaneous thinners, varnish, and shellac shall be the highest quality of an approved manufacturer.

B. Filling Compounds.

1. Use only high quality, non-shrink materials which have been approved.

C. Colors.

1. Match approved color samples.

3.PART 3 EXECUTION

3.01 PREPARATION

A. Cover and protect finished work and surfaces not to be painted. Use drop cloths of adequate size to protect adjacent areas.

B. Mix and prepare painting materials in accordance with manufacturer's directions.

C. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be painted, or provide surface applied protection.

Reinstall removed items when final coat is thoroughly dry.

D. Do not paint over dirt, rust, scale, grease, moisture, voids and blemishes, or other conditions detrimental to formation of a durable paint film.

E. Apply paint in accordance with manufacturer's directions. Use techniques best suited for substrate and type of material being applied.

F. Secure approval of each coat before proceeding with the next.

G. Apply material evenly without runs, sags, or other defects. Leave moldings, trim, ornaments, edges, and millwork clean and true to details without excess paint in corners or depressions. Make edges of paint adjoining other materials or colors sharp and clean, without overlaps.

H. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently-fixed equipment or furniture with prime coat only.

I. Finish exterior doors on tops, bottoms, and side edges same as exterior faces.

J. Finish closets in the same colors as adjoining rooms.

K. Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by the manufacturer.

L. Drying Time: Minimum time recommended by manufacturer. Do not apply succeeding coats until the undercoat is thoroughly dry.

M. Sanding: Lightly sand between coats to ensure that surface finish is smooth to the touch. Exterior stained siding, soffits, fascia, and rough-sawn material need not be sanded.

N. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint. Final finish shall have uniform color and appearance.

O. Schedule:

1. Painted Wood Trim - Exterior:

Gloss for Medium Shades:

1st coat: A-100 Alkyd Exterior Wood Primer, Y24W20. VOC 2.92 pounds per gallon.

2nd coat: Industrial Enamel, B54Z Series. VOC 3.5 pounds per gallon.

3rd coat: Industrial Enamel, B54Z Series. VOC 3.5 pounds per gallon.

2. Exterior:

Low Luster:

1st coat: Solid Color Exterior Stain, A14Z Series. VOC 2.92 pounds per gallon.

2nd coat: Solid Color Exterior Stain, A14Z Series. VOC 2.92 pounds per gallon.

3. Painted Woodwork and Hardboard - Interior:

Semi-Gloss:

1st coat: Wall and Wood Primer, B49WZ2. VOC 3.07 pounds per gallon.

2nd coat: ProMar Salon Alkyd Semi-Gloss Enamel, B34WZ2000 Series. VOC

2.08 pounds per gallon.

3rd coat: ProMar Salon Alkyd Semi-Gloss Enamel, B34WZ2000 Series. VOC

2.08 pounds per gallon.

Gloss:

1st coat: Wall and Wood Primer, B49WZ2. VOC 3.07 pounds per gallon.

2nd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

3rd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

3.02 PREPARATION AND FINISHING OF INTERIOR GYPSUM WALLBOARD

A. Preparation: Fill minor irregularities with joint compound and sand to a smooth even surface.

B. Schedule:

Semi-Gloss:

1st coat: existing

2nd coat: ProMar Salon Alkyd Semi-Gloss Enamel, B34WZ 2000 Series. VOC

2.08 pounds per gallon.

3rd coat: ProMar Salon Alkyd Semi-Gloss Enamel, B34WZ 2000 Series. VOC

2.08 pounds per gallon.

3.03 CLEANING

A. Remove all paint, stain, or other finish material where it has spilled or spattered.

4.PART 4 MEASUREMENT AND PAYMENT – NOT USED -

END OF SECTION 09 90 01

SECTION 12 26 23

PLASTIC LAMINATES

1.PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies plastic laminate.

1.02 SUBMITTALS

A. Color and texture of plastic laminate shall be submitted to the CO for review and approval. Equal products of other manufacturer may be substituted.

B. Color shall be a standard series price and color.

2.PART 2 - PRODUCTS

2.01 MATERIALS

A. Laminated Plastic.

1. Plastic - 1/16 inch thick, conforming to NEMA LD3, Style D, Type I, Finish A.

B. Commercially available prefabricated laminated plastic countertop systems may be used after submittal and approval by the CO.

C. Adhesive.

1. Contact cement recommended by the manufacturer of the plastic laminate.

D. Laminated Trim. Provide and match manufacturer’s materials.

E. Backsplash. Provide and match manufacturer’s materials.

3.PART 3 - EXECUTION

3.01 CONSTRUCTION

A. Counter Tops.

1. Apply plastic laminate including self-edge and backsplash as detailed on the drawings in accordance with the manufacturer's directions.

B. Wall Covering.

1. Apply plastic laminate on the walls 3” minimum above countertop.

END OF SECTION 12 26 23

23 00 00

FUEL-OIL CABIN HEATER

1.PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies the cabin fuel-oil heater and small tank for each cabin.

1.02 SUBMITTALS

A. Submit heater manufacturer’s literature for approval.

B. Submit clearance requirements.

C. Submit fuel tank and stand for approval.

2.PART 2 - PRODUCTS

2.01 MATERIALS

A. Fuel oil heater will be 40,000 BTU minimum.

B. Provide one for each cabin.

C. Design based on a Nordic Stove Deluxe 400 Oil Heater. Provide this unit or similar/equal.

D. Provide thermostat option for each.

3.PART 3 - EXECUTION

3.01 CONSTRUCTION

A. Install per manufacturer’s recommendations.

3.02 HEATER

A. Install thermostat.

B. Vent product through sidewall (not roof) if permissible by manufacturer.

C. Flue flashing through building shall be watertight and insulated.

D. Provide manufacturer’s fuel regulator system.

3.03 FUEL TANK

A. Tank shall be 5 gallon steel or polyethylene construction. Provide one for each cabin.

B. Tank shall be easily refillable with a standard portable fuel container.

C. Provide manufacturer recommended fuel filter.

D. Fuel lines shall be 3/8” or 5/16” OD copper or manufacturer’s recommended size.

E. Mount tank on exterior on manufacturer’s provided or a treated wood stand. Tank bottom shall be higher than the Heater intake.

END OF SECTION 23 00 00

SECTION 31 25 00

SEDIMENT AND EROSION CONTROL MEASURES

1. PART 1 GENERAL

1.01 SUMMARY

A. The work under this section consists of furnishing all necessary labor, equipment, materials, and performing all operations in connection with construction sediment and control measures.

B. General

1. All erosion and sediment control measures are to be placed prior to any disturbance caused by grading and or excavation and shall conform to the requirements of the appropriate regulatory agency for the State.

2. The Contractor shall be solely responsible for ensuring that erosion and sediment control measures are implemented and maintained at the site.

3. Soil disturbing activities include but are not limited to: Clearing and grubbing, excavation for utilities and foundations, roadway and parking lot construction, construction or modification of site drainage, grading, and preparation for final seeding.

2. PART 2 PRODUCTS

2.01 MATERIALS

A. Synthetic Filter Fabric for silt fences.

1. Pervious sheet of polypropylene, nylon, or polyethylene fabric conforming to the following physical and hydraulic characteristics:

Physical Properties (Min.) Requirement Test Method

Grab Tensile, lbs. W120/F100 ASTM-D-4632

Grab Elongation, % 15 ASTM-D-4632

Mullen Burst, psi 275 ASTM-D-3786

Puncture, lbs. 65 ASTM-D-4833

Trapezoidal Tear, lbs. 50 ASTM-D-4533

UV Resistance, % 80 ASTM-D-4355

AOS, US Sieve # 30/40 ASTM-D-4751

Permittivity gal/min-sq. ft. 90 ASTM-D-4491

2. Filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 to 120 F.

3. Support Posts: 4 foot - 2 x 2 wood.

B. Straw Bales.

1. Oat or wheat straw, free from weeds, viable weed seeds, foreign matter detrimental to plant life, and dry.

a. Grass hay bales are not acceptable.

b. In order to prevent deterioration of the bindings, all bales shall be either wire-bound or string-tied so that bindings are oriented around the sides rather than along the tops and bottoms of the bales.

3. PART 3 EXECUTION

3.01 CONSTRUCTION

A. Install as required by State process.

B. Maintain and remove all erosion controls as specified.

C. Temporary seeding shall be placed on exposed surfaces that will not be brought to final grading or permanent cover treatment within 30 days of the exposure to reduce erosion and sedimentation by stabilizing exposed soils. Seeded areas shall be checked regularly for bare spots, washouts, and healthy growth to assure that a good stand of grass is being maintained. Reseed areas that fail to establish vegetation cover as soon as such areas are identified.

3.02 SILT FENCE

A. Silt fences are appropriate for the following general locations:

1. Immediately upstream of the point(s) of runoff discharge from a site before flow becomes concentrated. Below disturbed areas where runoff may occur in the form of overland flow.

2. Along the down slope toe of all top soil stock piles.

B. Materials.

1. Utilize standard strength synthetic filter fabric for sediment barriers. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6 inch overlap, and securely sealed.

2. The standard strength filter fabric shall be stapled or wired to the fence and 6 inches of the fabric shall be extended into the ground. Filter fabric shall not be stapled to existing trees.

3. The height of a silt fence shall not exceed 36 inches. Higher fences may impound volumes of water sufficient to cause failure of the structure.

C. Maintenance.

1. Silt fences and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall.

2. Silt fences shall be inspected for depth of sediment, tears, and to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground. Any deficiencies shall be repaired immediately.

3. Should the fabric on a silt fence of filter barrier decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly.

4. Sediment deposits should be removed after each storm event and/or when deposits reach approximately 1/3 the height of the barrier or when the sediments limit or prevent the flow of water through the fabric hydraulic.

5. Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared, and seeded.

3.03 STRAW BALE EROSION CONTROL FENCE

A. Straw bale erosion control fences are appropriate for the following general locations:

1. Sheet flow applications: Straw bales shall be placed in a single row, lengthwise on the contour with ends of adjacent bales tightly abutting one another.

2. Channel flow applications: Straw bales shall be placed in a single row, lengthwise and oriented perpendicular to the direction of flow with ends of adjacent bales tightly abutting one another. The barrier shall be extended to such a length that the bottoms of the end bales are higher in elevation than the top of the lowest middle bale to assure that sediment laden runoff will flow either through or over the barrier but not around it.

B. The barrier shall be entrenched and backfilled. A trench shall be excavated the width of a bale and the length of the proposed barrier to a minimum depth of 4 inches. After the bales are staked and chinked, the excavated soil shall be backfilled against the barrier. Backfill shall conform to the ground level of the downhill side and shall be built up to 4 inches against the uphill side of the barrier.

C. Each bale shall be securely anchored by at least 2 stakes or rebar driven through the bale. The first stake in each bale shall be driven toward the previously laid bale to force the bales together. Stakes or rebar shall be driven a minimum of 12 inches into the ground or deep enough into the ground to securely anchor the bales, whichever is greater.

D. The gaps between bales shall be chinked (filled by wedging with straw to prevent water from escaping between the bales). Loose straw scattered over the area immediately uphill from a straw bale barrier tends to increase barrier efficiency.

3.04 MAINTENANCE.

A. Inspection shall be frequent and repair or replacement shall be made promptly as needed.

B. Straw bale carriers shall be removed when they have served their usefulness, but not before the upslope areas have been permanently stabilized.

4. PART 4 MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION 31 25 00