SPECIFICATIONS.pdf

USDA FOREST SERVICE PROJECT SPECIFICATIONS

Rev. Date 12/13 Illinois Valley RS Security Upgrades 1/1 Specification List

SPECIFICATION LIST

Illinois Valley Ranger Station Security Upgrades Wild Rivers Ranger District

Rogue River – Siskiyou National Forest Josephine County, Oregon

CONSTRUCTION SPECIFICATION INSTITUTE (CSI) SPECIFICATIONS

SECTION TITLE

DIVISION 01 – GENERAL REQUIREMENTS

01020 Intent of Contract 01025 Measurement and Payment 01200 Mobilization

DIVISION 02 – SITE WORK

02071 Demolition 02318 Excavation and Backfill for Utilities 02830 Fencing repairs and upgrades

DIVISION 06 – WOOD AND PLASTICS

06000 Building Upgrades 06100 Rough Carpentry

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07620 Gutters and Downspouts

DIVISION 08 – DOORS AND WINDOWS

08513 Vinyl Windows

DIVISION 09 – FINISHES

09901 Painting

DIVISION 16 – ELECTRICAL

16500 Exterior Lighting

Rev. Date 12/13 Illinois Valley RS Security Upgrades 01020 - 1/1 Intent of Contract

SECTION 01020

INTENT OF CONTRACT

1. PART 1 - GENERAL

1.01 SUMMARY

A. The intent of the contract is to provide for the complete construction of a fully functional project as described in the contract documents and Drawings. Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies, and shall perform all work required to complete the project within reasonably close conformity to the Drawings and Specifications, and in accordance with provisions of the contract.

2. PART 2 – PRODUCTS (NOT USED)

3. PART 3 – EXECUTION (NOT USED)

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

END OF SECTION

Rev. Date 12/13 Illinois Valley RS Security Upgrades 01025 - 1/2 Measurement and Payment

SECTION 01025

MEASUREMENT AND PAYMENT

1. PART 1 - GENERAL

1.01 SUMMARY

A. 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, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Not all units and measurement methods may be used under this Contract.

1.02 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

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

2. For structures they shall be measured according to neat lines shown on the Drawings or as altered by the CO, in writing, to fit field conditions.

3. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurement shall be made parallel to the base of foundation upon which the structures are placed.

4. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions.

Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.03 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Each (EA): One complete unit, which may consist of one or more parts.

2. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 01025 - 2/2 Measurement and Payment

3. Lump Sum (LS): One complete unit, not directly measured. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item.

4. Square Foot (SF): Measured on a plane parallel to the surface being measured.

5. Square Yard (SY): 9 square feet. Measure on a plane parallel to the surface being measured.

6. Square (SQ): Roofing unit of area equal to 100 square feet. Measure on a plane parallel to the surface.

1.04 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or 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:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that causes a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. 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.

3. 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 shall not be measured.

2. PART 2 – PRODUCTS (NOT USED)

3. PART 3 – EXECUTION (NOT USED)

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

Rev. Date 12/13 Illinois Valley RS Security Upgrades 01200 - 1/1 Mobilization

SECTION 01200

MOBILIZATION

1. PART 1 - GENERAL

1.01 SUMMARY

A. This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

2. PART 2 - PRODUCTS (NOT USED)

3. PART 3 - EXECUTION (NOT USED)

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 PROGRESS PAYMENTS WILL BE MADE AS FOLLOWS:

A. When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

B. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

C. Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

D. The total of all payments shall not exceed the original contract amount for this item.

4.02 BASIS OF PAYMENT

A. Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

01200-1 Mobilization Lump Sum

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02071 - 1/2 Demolition

SECTION 02071

DEMOLITION

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies work necessary for demolition of selected building components as shown on the Drawings or Specifications.

B. Contractor shall be responsible for the location and protection of all utilities within the area of work. Contractor will also be responsible for the disconnection or relocation of electrical items within walls and features scheduled for removal.

1.02 APPLICABLE REGULATIONS

A. All removed materials shall be disposed of in an approved landfill in accordance with applicable laws and regulations.

B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. As needed, see Drawings and related Specifications.

3. PART 3 – EXECUTION

3.01 PREPARATION

A. Provide not less than 48 hours notice to CO prior commencing demolition activities.

B. Existing Items to Remain: Protect existing features indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during demolition and cleaned and reinstalled in their original locations after demolition operations are complete.

3.02 GENERAL DEMOLITION

A. Remove all items as shown on the Drawings or as required to allow remodel.

B. All electrical work shall conform to the latest adopted edition of the National

Electric Code in addition to locally adopted codes.

C. All electrical service to portions of the building not to be remodeled shall be preserved and any damage shall be repaired at contractor’s expense. Re-route as required.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02071 - 2/2 Demolition

3.03 PATCHING AND REPAIR

A. General: repair damage to adjacent construction caused by selective demolition operations.

B. Repairs: Where repairs to existing surfaces are required, patch to match existing.

C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

3.04 DISPOSAL

A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Disposal: Removed materials, become property of Contractor and shall be removed from National Forest land unless otherwise specified.

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 INCIDENTAL TO OTHER ITEMS

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02318 - 1/3 Excavation & Backfill for Utilities

SECTION 02318

EXCAVATION AND BACKFILL FOR UTILITIES

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies excavation and backfill for utilities, including excavation;

furnishing, hauling and placing of backfill material; disposal of excess or unsuitable backfill material; and grading.

B. The disposal site will be field staked at a location within the Illinois Valley Ranger Station compound.

C. Class of Material.

1. Material to be excavated for installation of utilities is unclassified.

1.02 SUBMITTALS

A. Excavation.

1. Notify CO when excavation is completed. Do not place pipe, cable or bedding backfill until the excavation is approved by the CO.

1.03 PROJECT CONDITIONS

A. Contractor shall be responsible to call for utility locate services, if available in area.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. Backfill Materials.

1. Excavated material containing no rocks larger than 6 inches in largest dimension.

3. PART 3 - EXECUTION

3.01 CONSTRUCTION

A. Excavation.

1. Excavation shall not begin until all clearing and grubbing work is completed except for final debris disposal. Operations shall be in compliance with the requirements and restrictions of OSHA, and the Oregon or Washington Occupational Safety and Health Code.

2. Construct trenches in the general location as shown on the Drawings to avoid trees and other obstructions. Final location of all trenches shall be field approved by the CO.

3. Trim roots flush with trench wall.

B. Overexcavation.

1. Restore to grade any overexcavation by backfilling with native material.

C. Wet Excavation.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02318 - 2/3 Excavation & Backfill for Utilities

1. If water is encountered during trench excavation, provide adequate pumping equipment and piping to keep trench free from water and dispose of the water without damage to adjacent property. Separate payment will not be made for pumping of water from trenches or for excavation of material rendered unsuitable as a result of water encountered.

D. Unsuitable Material.

1. Where unsuitable material is encountered in the trench bottom, as determined by the CO, excavate the trench below grade to the depth specified by the CO.

E. Excavated Material.

1. Pile excavated material at the side of the trench where it will give the best protection for the work. Leave adequate space between the toe of the spoil pile and edge of trench to prevent material from falling into the trench.

F. Backfill.

1. Do not place backfill until installation of pipe or cable has been approved by the CO.

2. Before compacting backfill other than rock or sand, prepare material to a water content that will permit proper compaction by either aerating the material if it is too wet, or spraying the material with water if it is too dry. Thoroughly mix each lift before compaction to assure uniform distribution of water content. Do not compact material above pipe or cable until there are 6 inches of cover over the pipe or cable.

3. Distribute large rocks so they are individually surrounded by fine materials.

4. Place backfill material in maximum 12” lifts and compact with a mechanical tamper (minimum of three passes) or until visual displacement ceases.

5. Mound excess material on trench line.

6. Water compaction shall not be used.

3.02 REPAIR/RESTORATION

A. Damage to existing underground utilities.

1. Stop all work associated with damage to existing utilities, and notify the CO.

Repair utility as directed by the CO.

2. Repair at Contractor's expense underground utilities that are within 5 feet of where shown on Drawings, and damaged by the Contractor.

3. Repair at Government expense underground utilities not shown on Drawings or not within 5 feet of where shown on the Drawings, and damaged by the Contractor.

4. Repair at Contractor's expense underground utilities marked on the ground or shown on Drawings, and damaged by the Contractor.

5. Repair at Government expense underground utilities not shown on Drawings or not marked on the ground, and damaged by the Contractor.

6. Final Finish.

a. After the utility installation and backfill has been completed, finish all disturbed areas, except trench area required to be mounded, to a smooth, Rev. Date 12/13 Illinois Valley RS Security Upgrades 02318 - 3/3 Excavation & Backfill for Utilities uniform grade and texture, well blended to the original contours, showing minimum evidence of construction activity.

3.03 CLEANING

A. Disposal of Excess of Excavation and Unsuitable Material.

1. Haul excess (and unsuitable) material to the disposal site (shown on the

Drawings).

3.04 SCHEDULES

A. Backfill and restore surface materials of utility line trenches located in existing roadways, parking areas, driveways, and lawns within 3 days after approval to place backfill by CO.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02830 - 1/2 Fencing Repairs and Upgrades

SECTION 02830

FENCING REPAIRS AND UPGRADES

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies the repair of existing fencing and the installation of gate control keypads as shown on the Drawings

1.02 SUBMITTALS

A. Gate Keypad

2. PART 2 - PRODUCTS

2.01 FENCING

A. Provide fencing materials required for the repair of damaged fence sections to match existing as follows:

1. Woven fence fabric:

a. Heavy duty, HDG, commercial, 2 inch interwoven square mesh, 0.148 inch nominal wire diameter (9 gauge), 72” high.

b. Galvanized or zinc coated in accordance with industry fence standards.

2. Tension wire

a. 7 gauge.

3. Barbed wire

a. #12, 3-strands, #14 barbs, round, 4 point spaced 5 inches.

2.02 GATE EQUIPEMENT

A. Keypad

1. Digital keypad, model 1506 as manufactured by Door King, or approved equal mounted on pre-manufactured pedestal to match existing.

B. Conductors, conduit, and miscellaneous hardware as needed to complete installation.

3. PART 3 - EXECUTION

3.01 FENCE REPAIR

A. Remove temporary repair components and weave new chain link segments into existing fence, re-tension fence.

3.02 KEYPAD INSTALLATION

A. Coordinate final location and orientation with CO prior to installation.

B. Set keypad pedestal to match existing height.

C. Connect keypad to the system to work in conjunction with existing keypad, sensors and gate operator(s).

D. Disconnect existing pavement sensor.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 02830 - 2/2 Fencing Repairs and Upgrades

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

A. 02830-1

1. Lump sum quantities, no measurement will be made.

B. 02830-2

1. Actual quantities, measurement will be made of each gate keypad installed including all associated excavation, mounting hardware, conduit, conductors, and other requirements necessary for connection with the existing systems.

4.02 BASIS OF PAYMENT

02830-1 Fence Repairs Lump Sum 02830-2 Gate Keypad Each

5.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 06000 - 1/1 Building Remodel

SECTION 06000

BUILDING UPGRADES

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies work necessary to complete the remodel of the existing building as shown on Drawings.

1.02 RELATED SECTIONS

A. 02071 Demolition B. 06100 Rough Carpentry C. 07620 Gutters and Downspouts D. 08513 Vinyl Windows E. 09901 Painting

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. As needed, see Drawings and related Specifications.

3. PART 3 – EXECUTION

3.01 BUILDING REMODEL

A. Complete all portions of the remodel to a finished state as shown on Drawings and outlined in referenced Specifications.

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 PAYMENT WILL BE MADE AS FOLLOWS:

A. Measurement will be made for completed work as shown on Drawings and outlined in Specifications.

4.02 BASIS OF PAYMENT

06000-1 Building Upgrades Lump Sum

Rev. Date 12/13 Illinois Valley RS Security Upgrades 06100 - 1/2 Rough Carpentry

SECTION 06100

ROUGH CARPENTRY

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies rough carpentry, including all framing and sheathing as required for upgrades.

1.02 QUALITY ASSURANCE

A. Furnish materials complying with the following:

1. 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.

2. Pressure Treatment.

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

3. 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.

4. 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.

B. Felt.

1. Install pressure treated wood in contact with concrete.

C. Framing Members.

1. Studs & Plates (2 x 4 and smaller): Stud or standard grade, DF, Larch, Hemlock, S-dry.

2. Headers.

a. No. 2, DF, Larch, S-dry.

b. Studs and Plates (2 x 6 and larger): No. 2, DF, Larch, S-dry.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 06100 - 2/2 Rough Carpentry

c. Blocking.

1) Standard grade, DF, Larch, S-dry.

D. Exterior Siding.

1. ½” T1-11 plywood siding with vertical grooves @ 8” O.C, rough sawn face texture.

E. Exterior trim

1. 1x4 “Smart Trim” as manufactured by LP products, or approved equal.

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. Set sills level and anchored on the foundation. Set in a full bed of Portland

Cement mortar, if necessary to obtain full bearing. Provide flat washers on all anchor bolts.

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

4. Install full length cripples at all openings. Nail cripples to studs with 16d nails at 24 inch on center. Toenail cripple to header with two 8d nails.

5. Provide headers, over opening, of a size as shown on Drawings.

6. End nail studs to header with three 16d nails.

B. Treated Wood.

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

C. 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.

D. Trim

1. Install trim at locations shown on drawings, trim at windows, doors, and corners to be continuous pieces

2. Miter corners

3. Attach with 8d HDG nails

Rev. Date 12/13 Illinois Valley RS Security Upgrades 07620 - 1/2 Gutters and Downspouts

SECTION 07620

GUTTERS AND DOWNSPOUTS

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies gutters and downspouts

1.02 SUBMITTALS

A. Product Data: For each product indicated.

B. Samples: For gutters and downspouts.

1. Prior to ordering products, submit Manufacturer’s standard color Samples for CO’s selection.

2. PART 2 - PRODUCTS

2.01 GUTTERS AND DOWNSPOUTS

A. General:

1. Of metal and in shapes and sizes indicated, with mitered and welded corners.

Include steel straps formed from at least 0.028-inch- (0.7-mm-) thick, galvanized steel sheet; hangers or other attachment devices; screens; end plates; and trim and other accessories indicated or required for complete installation.

B. Additional features

1. Downspout starters (fascia sump) with downspout starter hole.

2. Flow-through gravel stop with perforated vertical leg.

3. Leaf guard with hold-down clips.

C. Gutter Spikes.

1. ASTM F1667.

D. Plastic Cement.

1. ASTM C920, Type S.

2.02 SPLASHPADS

A. General: Precast concrete type with standard profile; minimum 3000 psi (pounds per square inch) at 28 days, with minimum 5 percent air entrainment. Color to be lawn green or approved equal.

3. PART 3 - EXECUTION

3.01 GUTTERS

A. Attach with spikes and ferrules or screws and hangers as approved by manufacturer. Install as shown in drawings and per manufacturer’s instructions.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 07620 - 2/2 Gutters and Downspouts

B. Isolation: Where metal surfaces of units contact dissimilar metal or corrosive substrates, including wood, apply bituminous coating on concealed metal surfaces or provide other permanent separation as recommended in writing by manufacturer.

C. Expansion Provisions: Install running lengths to allow controlled expansion for movement of metal components in relation not only to one another but also to adjoining dissimilar materials, including flashing and roofing materials, in a manner sufficient to prevent water leakage, deformation, or damage.

D. Immediately after installation, clean exposed metal surfaces according to manufacturer’s written instructions. Touch up damaged metal coatings.

3.02 DOWNSPOUTS

A. Fasten at top and bottom and at 10’ O.C. Terminate leaders with a turnout from building to connect to splash pads.

B. Isolation: Where metal surfaces of units contact dissimilar metal or corrosive substrates, including wood, apply bituminous coating on concealed metal surfaces or provide other permanent separation as recommended in writing by manufacturer.

C. Expansion Provisions: Install running lengths to allow controlled expansion for movement of metal components in relation not only to one another but also to adjoining dissimilar materials, including flashing and roofing materials, in a manner sufficient to prevent water leakage, deformation, or damage.

D. Immediately after installation, clean exposed metal surfaces according to manufacturer’s written instructions. Touch up damaged metal coatings.

3.03 SPLASH PADS

A. Install splash pads under discharge elbows on grade as shown in drawings. Secure in place with soil or pins. Grade outflow soils to drain away from building.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 08513-1/3 Vinyl Windows

SECTION 08513

VINYL WINDOWS

1. PART 1 – GENERAL

1.01 SUMMARY

A. This section specifies vinyl windows and screens.

1.02 SUBMITTALS

A. Submit shop drawings and descriptive literature for each window type to be used, showing installation methods, materials to be used, and dimensions of all window components for approval.

B. Submit minimum 1x4 inch color samples of PVC with integral color for approval.

1.03 QUALITY ASSURANCE

A. Comply with ANSI/AAMA 101.I.S.2, except as otherwise noted herein.

B. AAMA: Windows shall be Gold Label certified with label attached to frame per

AAMA requirements.

C. NFRC: Windows shall be NFRC certified with temporary U-factor label applied to glass and an NFRC tab added to permanent AAMA frame label.

D. Thermal performance: Comply with NFRC 100 E. Air Leakage: Water Resistance, Structural Test: Comply with ANSI/AAMA

101/I.S.2.

F. Forced-entry: Comply with ASTM E 588.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Deliver windows and accessories to the site in the original manufacturer’s packaging with labels intact.

B. Store window units in an upright position in a clean and dry storage area above ground and protect from weather.

C. Contractor shall be responsible to protect windows throughout the performance of the contractor until final acceptance by the Government. Any broken or damaged windows shall be repaired at no additional expense.

2. PART 2 – PRODUCTS

2.01 MANUFACTURER

A. Windows specified in this section is based on products manufactured by Milgard Manufacturing, Inc., Tocoma, Wa, www.milgard.com.

B. Other manufacturer’s products may be used, provided they are approved as equals.

2.02 MATERIALS

A. Vinyl:

http://www.milgard.com/

Rev. Date 12/13 Illinois Valley RS Security Upgrades 08513-2/3 Vinyl Windows

1. Integral color PVC compound containing impact-resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers.

B. Glazing

1. Insulated Glass Units: ASTM E 774, Class A, dual pane, 7/8 inch (22 mm) thick overall.

2. Glazing Type: Clear/SunCoat, Low-E

3. Provide obscure glass at locations shown on the drawings

C. Caulking

1. Siloconized acrylic caulk, 35 year minimum.

D. Fasteners

1. H.D.G. or stainless steel, sized in accordance with manufacturer’s recommendations.

2.03 WINDOW TYPES

A. Horizontal Slider

1. Configuration, function, and size, shall be as shown on the Drawings.

2. Provide Montecito series windows as manufactured by Milgard, or approved equal.

a. 8120M Series, 1-3/8 inch nail fin setback

b. Frame: Minimum 3-1/4 inch (83 mm) deep, multi-chambered vinyl profile.

c. Sash: Minimum 1-1/4 inch (32 mm) deep, multi-chambered vinyl profile.

d. Performance Class:

1) 71-1/2" x 59-1/2" and smaller: HS-C40.

2) 71-1/2" x 71-1/2" to 71-1/2" x 59-1/2": HS-C35.

3) Larger than 71-1/2" x 71-1/2": HS-LC25.

e. Hardware

1) Nylon rollers with stainless steel axles, extruded vinyl snap-on monorail roller track.

2) Dual pull rails.

3) SmartTouch™ direct action locking mechanism.

f. Weatherstripping: Fin Seal Polypropylene pile.

2.04 FINISHES

A. Frame and Sash color: per approved color sample.

B. Color match screen frame to window frame and sash color.

2.05 HAZARDOUS LOCATIONS

A. Windows in hazardous locations as defined by the 2007 Oregon Structural Specialty Code (OSSC) section 2406.3 shall be tempered and marked per sections

2406.1 and 2406.2 of the OSSC.

2.06 INSECT SCREENS

A. Provide tight-fitting screen for all operating sashes with hardware to allow easy removal.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 08513-3/3 Vinyl Windows

B. Screen Cloth: Charcoal colored fiberglass mesh.

C. Frame

1. Cambered formed aluminum with rigid plastic corner keys.

2. Standard clear pull tabs for screen removal

3. PART 3 – EXECUTION

3.01 FABRICATION

A. Fabricate frames and sash with mitered and fusion welded corners and joints. Trim and finish corners and welds to match adjacent surfaces.

B. Provide concealed metal reinforcements in sash frame for attaching lock mechanism.

C. Factory inside glaze with snap-on PVC mitered glazing stops matching bevels on the sash and frame.

3.02 INSTALLATION

A. Install as recommended by manufacturer. Set units level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place.

B. Flash and seal.

C. Set sill members in bed of sealant or with gaskets, as indicated, to provide weathertight construction.

D. Adjust operating panels, screens, and hardware to provide a tight fit at contact points and weather stripping for smooth operation and weather tight closure.

Lubricate hardware and moving parts.

E. Clean glass and vinyl surfaces immediately after installing windows. Remove nonpermanent labels from glass surfaces.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 09901-1/3 Painting

SECTION 09901

PAINTING

1. PART 1 GENERAL

1.1 SUMMARY

A. The work of this section consists of painting new and existing exterior building surfaces.

1.2 DEFINITIONS

A. VOC: Volatile Organic Compounds.

1.3 SUBMITTALS

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

B. 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.

1.4 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. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below following maximums:

1. Exterior Wood: 18 percent.

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

2. PART 2 PRODUCTS

2.1 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.

2. Siliconized acrylic caulk, 35 year minimum

Rev. Date 12/13 Illinois Valley RS Security Upgrades 09901-2/3 Painting

C. Colors.

1. Match approved color samples.

3. PART 3 EXECUTION

3.1 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. Finish exterior doors and frames on inside, tops, bottoms, and side edges same as exterior faces.

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

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

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

3.2 INSPECTION

A. Obtain CO inspection and approval of prepared surface prior to applying primer or finishes. Notify CO at least 24 hours in advance of application of primer or finishes, that surface has been prepared and is ready for inspection.

3.3 PREPARATION AND FINISHING OF EXTERIOR WOOD

A. All new and existing exterior building surfaces, except adjoining storage building shall be painted.

B. Preparation:

1. Pressure wash all existing exterior wood.

2. Scrape and dispose of all loose paint.

Rev. Date 12/13 Illinois Valley RS Security Upgrades 09901-3/3 Painting

3. Remove dust by brushing and remove grease and oil by washing with mineral spirits or other solvent. Remove sap on wood surfaces by scraping and washing with turpentine.

4. Seal all knots or resinous areas with knot sealer and allow to dry at least 2 hours before priming.

5. Back prime edges, and ends of exterior siding and trim

6. Caulk all joints and seams.

C. Schedule:

1. General Painted Wood - Exterior:

Satin:

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

2nd coat: A-100 Latex, Satin, A6 Series. VOC 2.08 pounds per gallon.

3rd coat: A-100 Latex, Satin, A6 Series. VOC 2.08 pounds per gallon.

3.4 CLEANING

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

4. PART 4 MEASUREMENT AND PAYMENT

4.1 INCIDENTAL TO OTHER ITEMS

USDA Forest Service Project Specifications

Rev. 12/13 Illinois Valley RS Security Upgrades 16500 - 1/4

SECTION 16500

EXTERIOR LIGHTING

1. PART 1 - GENERAL

1.01 DESCRIPTION

A. This section specifies work associated with exterior lighting as shown on the drawings.

B. Provide the complete system of lighting fixtures and lamps as shown on the drawings and specified. .

C. Lighting fixtures specified by catalog number or standard sheet will be the basis for comparison in the consideration of alternate fixtures submitted.

D. All lighting fixtures shall bear the Underwriters' Laboratories label and be approved for installation in the locations indicated.

E. All demolished materials become the property of the Contractor and shall be removed from

Government property.

1.02 SUBMITTALS

A. Submit equipment catalog data for all lighting fixtures.

1.03 PRODUCT DELIVERY STORAGE AND HANDLING

A. Deliver fixtures to the job in original unopened manufacturer containers.

1.04 QUALITY ASSURANCE

A. Codes and Standards: All materials shall conform to the applicable current standards (standard rules, regulations and specifications), Institute of Electrical and Electronic Engineers (IEEE), Insulated Power Cable Engineers Association (IPCEA), National Electric Code (NEC). All materials shall bear the label of, or be listed by, the Underwriter's Laboratory, Inc., (U.L.). Where conflicts exist between any of the above standards, the standard which is most stringent shall take precedence.

B. Inspections: Arrange for all inspections of the work by the local or state authority having jurisdiction over the construction. Final inspection and acceptance of the work will be made only after all certificates of inspections, including final certificate of acceptance of the work by the inspection authority have been forwarded to the COR.

1.05 DRAWINGS

A. For clarity and legibility, the electrical layouts are essentially diagrammatic. The size and location of equipment is shown wherever possible. Make use of all the data in all the contract documents and verify information against actual field conditions. Install materials and equipment to conform to the available space. Maintain required accessibility and clearances, and satisfy the requirements of the governing codes.

B. Electrical drawings and layout may not necessarily suit the requirement of the particular manufacturer's equipment, which is installed. Modify wiring and location as required for proper installation.

Rev. 12/13 Illinois Valley RS Security Upgrades 16500 - 2/4

2. PART 2 - PRODUCTS

2.01 CONDUIT

A. RGC or PVC sized as needed

2.02 CONDUCTORS

A. This specification covers all conductors not specifically specified in other sections. Furnish conductors and cable conforming to UL, Federal Specification J-C-30, or IPCEA as applicable. Provide new cable manufactured within 1 year prior to installation. Deliver to jobsite in original cartons bearing U.L. label.

B. 600V Power, Lighting and Control Circuits: Provide copper conductors. Aluminum will not be allowed. Copper conductors unless otherwise specified, conform to Federal Specification J-C-30. For cable type THW, or THWN, provide insulation conforming to Federal Specification J-C-30A. For type XHHW, XLP-USE, provide cross-linked polyethylene insulation conforming to IPCEA S-66-524. Color code insulation for wire sizes No. 14 through No. 6, No. 4 AWG and larger may be color coded with tape. Motor Control and Power Circuits stranded. See 16010 for specific conductor types.

C. Nonmetallic sheathed cable F.S. J-C-30, Type NMB, Class 1, equipped with ground conductor.

2.03 BUILDING FIXTURES

A. Lithonia, 19W, LED, with integral photocell, ordering information: TWS LED 1 50K 120

PE

2.04 YARD FIXTURES

A. Lithonia, 100W, metal halide, with integral photocell, ordering information: OAL 12 100M

120 PER LP

2.05 LAMPS

A. Provide and install in all fixtures.

2.06 SPECIAL ACCESSORIES

A. Provide accessories such as plaster frames, stem, canopies, cords, toggle bolts, etc., necessary to mount fixture.

2.07 TIMBER POSTS

A. No. 1, DF, S4S, preservative treated with ACQ or approved equal.

3. PART 3 – EXECUTION

3.01 BUILDING LIGHT REMOVAL

A. Existing fixtures vary in type and configuration. Remove fixture, terminate conductors and install necessary cover to provide weather tight seal.

3.02 BUILDING LIGHT REPLACEMENT

A. Existing fixtures vary in type and configuration. Remove existing fixture.

B. Reconfigure existing conductors, junction box, mounting plate, and other items as necessary to accommodate new fixture.

Rev. 12/13 Illinois Valley RS Security Upgrades 16500 - 3/4

C. Install new fixture utilizing new or existing circuitry in locations shown on the drawings.

3.03 YARD LIGHT REPLACEMENT

A. Existing fixtures vary in type and configuration. Remove existing fixture and all associated mounting hardware, arms, and other unnecessary components.

B. Reconfigure existing conductors, junction box, mounting plate, and other items as necessary to accommodate new fixture.

C. Install new fixture utilizing existing circuitry.

3.04 YARD LIGHT STRUCTURES

A. CO to field stake location and orientation of new light structures.

B. Connect to adjacent power source and install underground feed as shown on the drawings.

C. Provide all necessary wiring and modifications as necessary to connect to existing power source.

D. Fabricate timber post as shown on the drawings and set plumb.

E. Mount fixture with conduit and switch.

3.05 GENERAL WIRING METHODS

A. Concealed Wiring: Install all wiring, raceway, boxes, fittings, etc., concealed unless otherwise specified or shown on the drawings.

B. Installation: Install equipment and materials, align, level and adjust for satisfactory operation. Install equipment so that all parts are easily accessible for inspection, operation, maintenance and repair.

C. Sealing: Seal equipment raceways, boxes, etc., exiting through structures exposed to the weather and make watertight and insect-proof. Protect equipment outlets and conduit openings at all times that work is not in progress; utilize temporary plastic plugs or caps designed for the purpose. All penetrations through fire rated walls and floors shall be fire sealed with UL listed fire rated material, D. Junction Boxes and Pull Boxes: Install junction and pull boxes in locations that will be accessible after completion of the installation. In general, provide boxes to limit branch circuit conduit runs to 125 feet and to limit bends to the equivalent of 270 degrees.

Additional boxes may be provided to facilitate wire pulling.

E. External Junction Box Sealing: Seal conduits entering external junction and outlet boxes on outer side of structure with duct seal for three inches to prevent moisture entrance.

3.06 GENERAL INSTALLATION

A. Provide manufacturer's standard hanging or mounting devices for all fixtures and be responsible for checking the type needed for various ceiling conditions. Detail fixture hangers on the shop drawings.

B. Mount square and rectangular fixtures with sides parallel to building lines and parallel with ceiling lines unless otherwise shown.

3.07 ADJUST AND CLEAN

A. Clean and lamp fixtures with new lamps immediately prior to final inspection.

B. Adjust removable devices on fixtures to allow proper relamping, cleaning, and maintenance.

Rev. 12/13 Illinois Valley RS Security Upgrades 16500 - 4/4

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

A. Actual quantities, measurement will be made of each work item completed including all work and materials associated with that item.

B. 16500-1: Includes locations where building light is to be removed and not replaced C. 16500-2: Includes locations where building light is to be installed and none currently exist.

D. 16500-3: Includes locations where building light is to be removed and replaced.

E. 16500-4: Includes locations where yard light is to be removed and replaced F. 16500-5: Includes locations where yard light structure is to be installed, including underground feed, light post structure, conduit, disconnect, connection to power source, excavation, and light fixture.

4.02 BASIS OF PAYMENT

A. Payment will be made under the following items:

PAY ITEM DESCRIPTION PAY UNIT

16500-1 Building Light Removal Each 16500-2 Building Light Installation Each 16500-3 Building Light Replacement Each 16500-4 Yard Light Replacement Each 16500-5 Yard Light Each

5.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and t...

3. 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 shall not be measured.