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SOL NO: AG-4419-S-10-0705

UNIT: Mark Twain National Forest Ava Ranger District, Douglas County, MO PROJ NAME: Deferred Maintenance Admin Facilities Ava Admin Site Window Restoration

CIM-0900-15F-190-0905-06

SECTION 01100 - SUMMARY

GENERAL
SUMMARY OF WORK
Project: Ava Admin Site Window Restoration
Owner: USDA Forest Service

Location: The project is located at 1103 S Jefferson, Ava, MO 65608

The work will be under the following items listed in order of priority.
Item 1: Window Restoration North Office 1st floor; 12 window openings.
Item 2: Window Restoration North Office 2nd floor; 4 window openings
Item 3: Window Restoration South Office 1st floor; 16 window openings
Item 4: Window Restoration South Office 2nd floor; 6 windows.
Item 5: Window Restoration Garage; 4 window openings.
Item 6: Window Restoration Warehouse, 12 window openings.
Item 7: Exterior Painting and Wall Repair, 5 buildings.

Item 8: North Office Roof Repair

Item 8a: North Office Roofing Replacement
Item 9: South Office Porch Repair

Item 10: Exterior Wall Tuckpointing

Item 11: South Office Cellar Door Installation
The work for all items 1-6 consists of the following:

Restoration of existing windows and installation of new wooden storms as specified.

Restoration of window frames and trim components.

Replacement of window, frame, glass, and trim components deemed to be too deteriorated to repair in accordance with specifications with “like kind” materials.

Scrape, sand, prime and paint restored windows, trim, and frame components.

Scrape, sand, prime, and paint brown header beams.

Weather seal restored windows and new storm windows.

Includes lead abatement of areas included in item.
The work for Item 7 consists of the following:
Scrape, sand, prime, and paint exterior wood siding and replacement of rotten/deteriorated siding boards with “in-kind materials” on the North and South offices, the garage, oil house, and warehouse building.
Scrape, sand, prime, putty, repair, and painting of exterior painted molding/fascia/trim on both offices, the garage, oil house, and warehouse building.
Removal of the extraneous window air conditioner mounting bracket from the North building.

Removal of the extraneous wall air conditioner mounting bracket from the South building, moving the air conditioner to a window on the building, removal and replacement of deteriorated wall framing and siding, construction of proper wall framing, installation of insulation, siding, and interior wall finish to match existing surrounding construction.

The work for Item 8 consists of the following on the North office building:
Replacement of curled and damaged shingles.

Replacement of ridge cap with a cut-in ridge vent.

Remove surface mount chimney flashing and replace with cut-in flashing in accordance with applicable codes and industry standards.
The work included for Optional Item 8a. consists of the following on the North office building:
Replacement of all shingles, roofing felt, and damaged/deteriorated or non-code flashing.
Installation of cut-in ridge vent.

Remove surface mount chimney flashing and replace with cut-in flashing in accordance with applicable codes and industry standards.

The work for Item 9 consists of the following on the South office building:
Replacement of wooden railings, stiles, and posts on the porch of the South building with painted, pressure-treated materials.
The work for Item 10 consists of the following on all historic rock buildings at the site.
Tuckpoint all cracked/damaged mortar joints.
The work for Item 11 consists of the following on the South Office Building.
Removal of existing guardrails around exterior basement stairwell.

Install Steelway custom cellar entrance door and cover.

NOTE 1: All items not specifically mentioned in the Contract Documents necessary to complete the specified work shall be incidental to the cost of the project.

NOTE 2: Either Item 8 or Item 8a may be performed, but not both; the selection will be based on the best value to the Forest Service.

WORK INCLUDED IN THIS CONTRACT WILL REQUIRE THE SERVICES OF AN EPA CERTIFIED LEAD ABATEMENT CONTRACTOR. ALL PAINTED SURFACES THAT WILL BE DISTURBED DURING THIS WORK SHALL BE CONSIDERED AS CONTAINING LEAD BASED PAINT. WORK SHALL BE CONDUCTED IN ACCORDANCE WITH MISSOURI DNR AND EPA REGULATIONS/RECOMMENDATIONS AND WILL BE PERFORMED IN A MANNER THAT PREVENTS LEAD CONTAMINATION TO SUROUNDING WORK AREA AND PROVIDES PROTECTION TO ALL EMPLOYEES.

All lead abatement shall be performed in accordance with EPA, MoDNR, and HUD Regulations; if a discrepancy between these lead abatement/removal specifications and these regulations occurs, the more stringent abatement method shall be utilized.

All window repair/restoration work shall be performed at the work site. A work site shall be designated by the COR prior to commencement of work.

Contract Time: Work shall be completed no later than 70 calendar days after effective date of NOTICE TO PROCEED. The count of calendar days to be charged against contract time shall begin on the calendar day established by the Contracting Officer in the Notice to Proceed.

Notice to Proceed: Performance of the contract shall begin within ten (10) calendar days after receipt of the Notice to Proceed. Notice to Proceed will be issued by the Contracting Officer at the pre-work conference.

Cleanup: The renovated areas must be cleaned and made usable upon completion including cleanup of construction caused dust. Contractor shall haul off all construction debris and dispose of in a legal manner.

WORK RESTRICTIONS
Contractor's Use of Premises: During construction, Contractor will have full use of the buildings indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as follows:
Keep area around the building in a neat and orderly manner so as not to interfere with or endanger persons entering or exiting the area.
Employees will be working in the building while windows are being removed and reinstalled.
Contain and clean all lead containing materials in a manner that provides a safe work environment for all employees and is in compliance with all applicable regulations.
The Contractor shall be responsible for all materials and equipment stored on the project site. Locations of the Contractor’s storage areas shall be subject to approval by the COR.
The Contractor shall be responsible for security and weather protection of materials and buildings when windows are removed.
CODES AND STANDARDS
Comply with these specifications and locally applicable laws, codes, and regulations. In the event of differing requirements, the most stringent shall apply. Applicable portions of the following shall apply;
International Building Code (IBC)

National Fire Protection Association Codes (NFPA) Architectural Barriers Act (ABA) Environmental Protection Agency Regulations (EPA)

Occupational Safety and Health Administration Regulations (OSHA)
National Electric Code (NEC 2009)

National Fire Protection Association Codes (NFPA 2009) Missouri Department of Natural Resources (MoDNR)

National Roofing Contractors Association (NRCA) The NRCA Roofing Manual
American Society for Testing and Materials Standards (ASTM)

INSPECTIONS AND FEES

The Contractor is responsible for obtaining and paying for all necessary permits and inspections.
Lead-based paint surveys have been completed, reports are attached.

MEASUREMENT AND PAYMENT

Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. Measurement and payment for work or materials required to complete the project and which are not included as pay items on the Schedule of Items will be considered as incidental to and included in the payment for other pay items shown and separate measurement and payment therefore will not be made.

Payment will be made under:

Pay Items Supplies/ServicesUnit
Window Restoration North Office 1st FloorLS
Window Restoration North Office 2nd FloorLS
Window Restoration South Office 1st FloorLS
Window Restoration South Office 2nd FloorLS
Window Restoration GarageLS
Window Restoration WarehouseLS
Exterior Painting and Wall Repair, 5 buildingsLS
North Office Roof RepairLS
North Office Roof ReplacementLS
South Office Porch RepairLS
Exterior Wall Tuckpointing, 5 buildingsLS
South Office Cellar Door Installation

LS=Lump Sum

PRODUCTS (Not Applicable)

EXECUTION (Not Applicable)

END OF SECTION 01100

SECTION 01300 - ADMINISTRATIVE REQUIREMENTS

GENERAL
SUBMITTAL PROCEDURES
Contractor is responsible to submit all items in a timely manner so as not to cause a delay in the work. Approvals must be obtained prior to starting work which involves the item. Contractor shall allow ten days for processing of submittals by the Forest Service.
Forest Service will not accept submittals from sources other than Contractor.

Identify deviations from the Contract Documents.

Submit three (3) copies of each submittal.

Place a permanent label or title block on each submittal for identification. Include the following information on the label:
Project name.
Date.

Name and address of Contractor.

Name and address of subcontractor or supplier.

Number and title of appropriate Specification Section.

Submittal literature must be marked or otherwise designated to show the exact model, size, etc. the Contractor proposes to use. Information must be adequate to determine compliance with the specifications.

Forest Service will review each submittal, mark as appropriate to indicate approval or resubmit, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility.

Manufacturer’s literature are required for the following items:

Paint Lumber Caulk and other weatherproofing materials Window hardware

Construction Schedule Submittal Procedure:
Submit schedule within five (5) days after date established for Commencement of the Work. Distribute copies to Forest Service, subcontractors, and parties required to comply with dates.
Submit the Following:
Window refurbishment schedule- to allow FOREST SERVICE employees time to move office equipment in work areas.
PRODUCTS (Not Applicable)

EXECUTION (Not Applicable)

END OF SECTION 01300

Copyright 2003 and 2005 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION

GENERAL
SECTION REQUIREMENTS
Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction.

Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

It is not expected that hazardous materials will be encountered in the Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Contracting Officers Representive. Owner will remove hazardous materials under a separate contract.

EXCEPTION: LEAD PAINT AS SHOWN IN LEAD PAINT SURVEY REPORTS AND DESCRIBED IN THESE SPECIFICATIONS.
PRODUCTS (Not Applicable)

EXECUTION

DEMOLITION
Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

Provide and maintain shoring, bracing, and structural supports as required to preserve stability, prevent movement, settlement, or collapse of construction and finishes to remain or construction being demolished.

Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings, and equipment that have not been removed.

Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials.

END OF SECTION 024119

SECTION 040531-MASONRY TUCK POINTING

GENERAL
DESCRIPTION
This section specifies requirements for tuck pointing of existing stone masonry.
APPLICABLE PUBLICATIONS
Publications listed below form a part of this specification to extent referenced. Publications are referenced in the text by basic designation only.
American Society for Testing and Materials (ASTM):
C270-07Mortar for Unit Masonry
International Masonry Institute: Recommended Practices and Guide Specifications for Cold Weather Masonry Construction.
PRODUCTS
TUCK POINTING MORTAR
Exterior load bearing wall Type N mortar per appendix X3 of ASTM C270.

Color and sand size/gradation shall closely match original mortar per appendix X3 of ASTM C270.

EXECUTION
CUT OUT OF EXISTING MORTAR JOINTS
Identify cracked or failed mortar joints on all stone buildings on administrative site.

Only cracked or failed mortar joints shall be tuck-pointed.

Remove all caulk from cracked mortar joints.
Cut out existing mortar joints (both bed and head joints) and remove by means of a toothing chisel or a special pointer's grinder, to a uniform depth of to (3/4‑inch), or until sound mortar is reached. Take care to not damage edges of existing stone masonry units.
Remove dust and debris from the joints by brushing, blowing with air or rinsing with water. Do not rinse when temperature is below freezing.
JOB CONDITIONS
Protection: Protect newly pointed joints from rain, until pointed joints are sufficiently hard enough to prevent damage.
Cold Weather Protection:
Tuck pointing may be performed in freezing weather when methods of protection are utilized.
Comply with applicable sections of "Recommended Practices for Cold Weather Construction" as published by International Masonry Industry All Weather Council.
Existing surfaces at temperatures to prevent mortar from freezing or causing other damage to mortar.
INSTALLATION OF TUCK POINTING MORTAR
MORTAR
Immediately prior to application of mortar, dampen joints to be tuck pointed. Prior to application of pointing mortar, allow rock units to absorb surface water.
Tightly pack mortar into joints in thin layers, approximately 6 mm (1/4‑inch) thick maximum.
Allow layer to become "thumbprint hard" before applying next layer.
Pack final layer flush with existing mortar in sound condition. When mortar becomes "thumbprint hard", tool joints.
TOOLING OF JOINTS
Tool joints with a jointing tool to produce a smooth, compacted, concaved joint.
Tool joints in patch work with a jointing tool to match the existing surrounding joints.
CLEANING
Clean exposed rock surfaces on completion.
Remove mortar droppings and other foreign substances from wall/roof surfaces.
First wet surfaces with clean water, then wash down with a solution of soapless detergent specially prepared for cleaning rock/mortar.
Brush with stiff fiber brushes while washing, and immediately thereafter hose down with clean water.
Free clean surfaces from traces of detergent, foreign streaks or stains. Protect materials during cleaning operations including adjoining construction.
Use of muratic acid for cleaning is prohibited.

END SECTION 040531

SECTION 061053 - MISCELLANEOUS CARPENTRY

GENERAL

SECTION REQUIREMENTS
Submittals:
Product data and material and color samples.

Window refurbishment schedule- to allow FOREST SERVICE employees time to move office equipment in work areas.

WORK INCLUDED
Replace non-repairable trim/ components with spliced-in, like-kind components that match existing materials’ style and lines.
Remove paint in accordance with MoDNR, OSHA, and EPA requirements for lead paint.

Contain and dispose of lead paint and lead contaminated materials in a legal manner which prevents contamination of surrounding areas.

Repair damaged wood sections with Architectural Epoxy.

PRODUCTS
MATERIALS
Replacement Lumber: Replace with in kind material, #2 or Better, free from objectionable knots, splits, and checks.
Framing Lumber: Surfaced 4-sides, #2 or Better, free from objectionable knots, splits, and checks.
Framing/Railing Lumber for Exterior Exposure: ACQ Pressure Treated, #2 or Better, free from objectionable knots, splits, and checks.
Post Bases: Simpson Strong Tie, AB44, Z-Max Coated or COR approved equal.
Post Base Anchors: Simpson Strong Tie, Titen HD ½” Diameter x 4” Length. Conforms with ASTM E 488.
Post Cap Fasteners: Simpson Strong Tie, Z-Max fasteners manufacturer approved for their intended use, Conform with ASTM A153 or COR approved equal.
Gypsum Wallboard Base (Lath): Conform with ASTM C 588 for use with a veneer plaster.
Veneer Plaster: Comply with ASTM C 587.
Insulation: Fiberglass Batt or Rolled, Kraft faced, R-13, Comply with ASTM E 84.

Weather Barrier: Dupont Brand, Tyvek CommercialWrap, or COR approved equal.

Architectural Epoxy: Two part, LiquidWood and WoodEpox putty, Abatron Brand or COR approved equal. www.abotron.

Caulk:

Woodwork Caulking: Paintable, acrylic/latex with silicone Glass or Masonry Caulking: Use a material that is manufacturer recommended for use on the substrate, color to match the surface that is being sealed, apply as directed by manufacturer’s written directions.

Cellar Door: Steelway Along-side door. Spring assisted. Door information included on shop drawings. Color to be selected by COR.
EXECUTION
INSTALLATION
Repair all rotten/deteriorated/cracked exterior woodwork with two-part epoxy and “like-kind” wood replacement.
All restoration/repair of wood molding/fascias/trims shall include repair of mitered or butt-joints that have spread or deteriorated.
Paint all exterior surfaces currently painted on warehouse, offices, oil shed, and garage in accordance with Section 099100. (No work to be performed on temporary trailers)
Remove air conditioner and support bracket from wall opening in South Office.
Remove damaged/rotten/deteriorated siding and framing materials from AC wall protrusion.

Frame-in opening in wall with 2” x 4” lumber, spacing to match existing framing pattern.

Install exterior sheathing to match existing sheathing dimensions.

Install a weather barrier in a manner that sheds water properly.

Seal laps and creases in the weather barrier with an approved tape.

Install new lapped siding that matches existing; stagger butt joints in new siding.

Install new insulation in framed opening with Kraft facing toward conditioned space.

Install gypsum base (lath) securely to wall.

Install veneer plaster in 2 or 3 coats not to exceed 1/16” thick for each coat, tape, texture, prime, and paint to match existing interior wall surface.

Reinstall air conditioner in designated window.

Replace porch rails, stiles, and posts on South Office in accordance with plans.
Remove unused air conditioner support from North Office remove bolts from wall and grout bolt holes flush with rock veneer if they can be removed without causing damage to the walls. If bolts cannot be removed; cut off and grind flush with rock veneer without damaging veneer. Dispose of support bracket in a legal manner.
All finish and trim work shall be performed in a quality manner consistent with industry standard.

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

All constructed components shall be flashed/sealed/draft-stopped with appropriate techniques and materials in accordance with the IBC, manufacturer’s recommendations, and recognized industry standards.

Securely attach carpentry work as indicated and according to applicable codes and recognized standards.

Install Steelway cellar door in accordance with manufacture’s shop drawings provided.

END OF SECTION 061053

SECTION 07311 - ASPHALT SHINGLES

GENERAL
SECTION REQUIREMENTS
Submittals: Product Data, manufacturer’s written installation instructions, and all applicable flashing details from the "The NRCA Roofing Manual".

Identify each bundle of shingles with appropriate markings of UL or another testing and inspection agency acceptable to authorities having jurisdiction.

Fire-Test-Response classification: ASTM E 108 or UL 790, Class C.
Wind-Resistance-Test Characteristics: ASTM D 3161 or UL 997, passed.
PRODUCTS
ASPHALT SHINGLES
Shingles: Mineral-surfaced, self-sealing, 3-tab, asphalt shingles; 25-year warranty, Tamko Elite Glass-Seal or COR approved equal. Shingles used on a roof shall all be from the same lot number. Color shall match existing shingles as closely as possible.
ACCESSORIES
Roofing Felt: Asphalt impregnated paper 30 lb.

Flashing: 18 ga galvanized job-cut to sizes and configuration required.

Crickets: 18 ga galvanized job-cut to sizes and configuration required on all roof protrusions exceeding 24 inches wide measured perpendicular to the slope.

Ridge Vents: Tamko Cool-Ridge or COR approved equal.

Drip Edging: Aluminum, Overhang Drip Edge, 1 ¾”, .019” Thick.

Nails: Aluminum or hot-dip galvanized steel conventional roofing nails of sufficient length to penetrate into solid decking except that nails shall not penetrate exposed surface. No staples.

Decking: Decking material shall be “like kind” to existing decking material.

Roof Vents: Similar style as existing with no reduction of airflow capacity

EXECUTION
PROTECTION OF PROPERTY
The contractor shall protect the building at all times during construction from water damage.

Contractor shall be responsible for repairing rutting or other site damage caused by construction activities.

Public Safety: The contractor will be responsible to secure work areas and provide for public safety.

QUALITY ASSURANCE
Installation shall comply with the manufacturer’s recommendations and all applicable local, state, and national codes, laws and regulations, including but not limited to the International Building Code.
INSTALLATION
Install all materials in accordance with manufacturer’s recommendations and applicable codes/manual; in the event of a discrepancy the more stringent shall apply.

Apply roofing felt per manufacturer’s recommendation for lap and thickness.

Install metal flashing and trim in the new roof system for the office building according to details and instructions of the National Roofing Contractors Association (NRCA) The NRCA Roofing Manual.

Install asphalt shingles per the NRCA. Install first and remaining courses of asphalt shingles stair-stepping diagonally in a pattern that matches the new roofing on the warehouse across roof deck with manufacturer’s recommended offset pattern at succeeding courses.

Install cut-in ridge vent so that it starts and stops 2’ from roof edges and from the chimney at the roof peak.
Install flashing and drip edge according to manufacturer's written instructions and per the NRCA.

END OF SECTION 07311

SECTION 085201 – WINDOW RESTORATION

GENERAL
SECTION REQUIREMENTS
Submittals: Product Data and color samples.
PRODUCTS
SASH AND JAMB REPAIR
Products:
Replacement Glass: Reuse existing unbroken glass, new glass shall be single strength and shall match weight and thickness of existing glass.

Finish Nails for Mortise and Tenon Repair: Hot dipped galvanized, cut to length specified.

Parting and interior stop: Match original material and dimension.

Return Flange Equipment: Dorbin Metal Strip Company, “Double Hung Wood Window, Return Flange Equipment. Phone Number for Dorbin: 708-656-1333 T-Flanged Rubber Tubing: Rolled, Dorbin Metal Strip Company. 708-656-1333

Glass bedding: Acrylic-latex siliconized caulking and glazing points.
Glazing Putty: Glazol by UGL

http://www.ugl.com/maintenanceRepairSpecialties/maintenanceAndRepair/glazol.php Sash Pulleys: Replace with new or salvaged pulleys that match originals in size and shape.

Sash Cord: Braided cotton.

Sash Weights: Reuse existing weights, or install weights that are half the weight finished sash that match existing weights as closely as possible.
Sash Locks: Brass plated, style to match existing sash locks.
Mechanical Fasteners:
Match existing hardware fasteners.

Stainless steel decorative cup washers.

For interior sash stop: brass cup washers and round headed brass screws.
EXECUTION
Sash Removal and Repair:
No window sashes may be removed before the painted and weatherstripped wooden storm is installed. Before installing the storm window ensure the exterior window casings, exterior sill and exterior portion of the window jamb have been stripped, primed, caulked and finish painted.

Remove all interior sash stops, parting stop, metal weather stripping in jambs and both window sashes from the opening and mark for location in a way that will remain intact through paint removal.

Retain parting stop for reuse if it is in satisfactory condition. Retain all interior stops for reuse. If an interior stop is broken/damaged on a unit, all pieces for that unit should be discarded and a new interior stop shall be installed for the entire unit. Replace parting stop with pine to match size of original.

All window sashes that have metal jamb liners shall be restored to their original sash and weight configurations. These units will require new or salvaged pulleys that match the originals to be installed. If sash weights are in the weight pockets they may be reused, however if they are missing, new sash weights that are half the weight of the finished sash shall be installed in each weight pocket for each sash.

All functioning sash pulley shall be reused. Damaged/non-functioning sash pulleys shall be removed and repaired or replaced with a new or salvaged pulley that matches the originals.

Remove all sash locks for cleaning and later re-installation.
Preserve all natural interior finishes. All interior surfaces that are currently painted shall be restored to a “natural finish”. Stain to match other interior window surfaces and apply three coats of clear oil based varnish to interior sash surface, interior jamb, interior stop and parting in accordance with Section 085202.

Remove all paint, putty, and non-original obstructions from the four surfaces of the interior portion of the wood jambs. If the stool is painted, remove paint form all six sides of it. Do not remove paint from stool aprons or casings. Remove all paint from any painted surface of each window sash. All paint removal shall be performed in a “lead safe” manner in accordance with applicable portions of this contract and regulations. Paint removal shall be performed in the designated lead removal area.

Remove all remnants of glazing putty and glass. Save as much original glass as possible for re-installation later.

Repair individual window sashes, as needed. Clamp and re-pin sagging rails and stiles & utilize architectural epoxies. If rotted wood exists on the interior side of a sash and it will be finished naturally, new wood shall be spliced in and finished to match surrounding wood. If a sash is disassembled, DO NOT glue-up the mortise and tenon joints when re-assembling. Clamp mortise and tenon joints and joint stop snuggly, and pin the joints with two hot-dipped galvanized finish nails that have been cut off shorter than the thickness of the sash into the mortise and tenon joint at opposing angles. Provide new parting and interior stop as needed to closely match originals.

Repair double hung jambs, side sliding wood tracks, sills, exterior trim, muntins, and interior stools as needed with wood or exterior architectural epoxies. If the jamb is to be natural, use exterior grade fillers that are stainable. Abatron epoxy shall be applied in two parts in accordance with manufacturers written directions to areas requiring epoxy repair.

Lightly sand all wood jambs, sills, interior stops, and window sashes to a smooth 100-grit surface. Cut 1/8” wide x ½” deep slots in the sides of all double hung sashes as well as the top rail of the upper sash. Cut 1/8” wide x ½” deep slots in the bottom and top of all side sliding sashes. Install Dorbin Metal Strip Company’s Double Hung Wood Window, Return Flange Equipment in these slots. These smooth tracks will stop air infiltration on the sides of the double hung sashes and the top and bottom of the side sliding sashes in the Warehouse building. Install Dorbin t-flanged, rubber tubing for weather-stripping into a 3/32” wide x ½” deep slot cut into the meeting rails of the double hung widows as well as the bottom edge of the lower sashes, bottom rail.
Prime all sash surfaces that will be exposed to the exterior. Do not prime or paint the sides of the sash or any interior surface that will receive a natural finish. All priming, including the glazing bed shall be performed with alkyd oil based primer in accordance with Section 099100.
Install all original and new glass into bed of acrylic-latex, siliconized caulking and secure with adequate glazing points. All new glass is to be single strength. Install new glazing putty so that putty at glass is in the same sight plane as interior molding edge of sash. After waiting manufacturer’s recommended waiting period; prime glazing putty with alkyd, oil based primer in accordance with Section 099100.

Apply two coats of Acrylic Latex paint to sashes, jambs and sills in accordance with Section 099100.

Apply oil based varnish to interior surfaces receiving a natural finish in accordance with Section 099100.

Install Restored Sash:
Remove the interior casing over the weight pockets only. Remove the nails from the backside of the casings and mark them for reinstallation. Remove sash cords from sash weights and leave weights in jamb pockets.
Make all sash pulleys functional. If any are missing replace with new or salvaged pulleys that match existing pulleys size and shape. Clean the surface of the pulleys, sash lifts and interior stop screws/washers without removing patina. Do not buff unless the original finish was polished. If any interior stop screws/washers are missing, provide new ones that are aged to match original patina.

Install sash pulleys with original or new, aged screws.

Install upper sashes with Dorbin track system, new parting stop, and braided cotton sash cord. Parting stop shall be pre-painted and attached with 3 brass screws that are counter sunk instead of nailed.

Install the t-slot rubber tubing into the slot in the upper sash meeting rail and the bottom edge of the lower sash rail. Install the bottom sash with the Dorbin track system in the same manner.

Install refinished or newly finished interior sash stop with brass cup washers and round headed brass screws.

Test the top and bottom sash for smooth, one finger operation. Adjust the track and weatherstripping to provide smooth weatertight operation.

Clean up and dispose of all debris legally.

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

END OF SECTION 085201

Copyright 2005 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 085202 – COMBINATION WOOD STORM AND SCREEN WINDOWS

GENERAL
SECTION REQUIREMENTS
Submittals: Product Data and color samples.
PRODUCTS
WOOD STORM WINDOWS
Products:
Storm and Screen Combination Windows: Marvin Windows Manufacturing, Wood, Factory Primed, High Transparency Screen Option.
Storm Window Weather Stripping: Dorbin Metal Strip Manufacturing Company, Inc., Model # 199DV. Telephone #: 773-242-2333.
Mechanical Fasteners:
Stainless steel flat head screws.

Stainless steel decorative cup washers.

EXECUTION
INSTALLATION
Remove existing aluminum storm windows and dispose of in a legal manner off FS property.
Measure Storm window opening for sill angle and horizontal dividing rail position. Measure horizontal dividing rail from top of jamb to center of sash meeting rails.
New Storm measurement should have no more that a 1/8” reveal on the top & two sides.. A gap of no less than 1/8” and no more than 3/16” must be provided between bottom rail of storm and sill of window.
Brush two coats of paint over all surfaces of factory-primed storms in accordance with Section 099100.
Fit, trim, and install all new wood storms after all exterior window opening and trim is painted.
Set units level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place. Attach storms using stainless steel flat head screws over stainless steel decorative cup washers. Attach with three (3) screws for each stile with the center screw located on the stile at the center horizontal rail.

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

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

END OF SECTION 085202

SECTION 099100

SURFACE PREPARATION, PAINTING, AND VARNISHING

PART 1 - GENERAL

This section includes all paint and related items.
Submittals
Submit paint samples of available colors for selection/acceptance by COR prior to ordering materials.

Submit manufacturer’s paint use/directions/recommendations prior to start of work.

Quality Assurance
All paints, enamels, varnishes, and stains shall be furnished in original, unopened containers bearing a label to include the manufacturer's name, type of paint or stain, manufacturer's stock number, color, and instructions for application.
Delivery, Storage, and Handling
All materials required for painting, varnishing, and staining shall be delivered to the job site in original containers with labels intact and seals unbroken.
Store in a suitable location and comply with health and safety regulations.
Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.
All oily rags, waste, etc., and all flammable cleaning compounds shall be removed from the building every night to avoid fires.
Upon completion of work, all surplus material and debris from the paint work shall be removed from the job site.
Environmental Requirements
Comply with the manufacturer's recommendations as to environmental conditions under which coating and coating system can be applied.
Do not apply paint in areas where dust is being generated, or in windy conditions.
Protection
Cover or otherwise protect finished work of other trades and surfaces not being painted.
Copper, bronze, chromium plate, nickel, stainless steel, aluminum, and monel metal shall not be painted or finished unless otherwise specified.

PART 2 - PRODUCTS

SCHEDULE - SURFACES TO BE FINISHED
Do Not Paint or Finish the Following Items:
Items fully factory-finished unless specifically noted.
Fire rating labels, equipment serial number and capacity labels.
SCHEDULE - PAINT SYSTEMS
Wood: Finish all exterior window frame and header surfaces exposed to view.
PRIMER: Benjamin Moore “Moorwhite” exterior alkyd oil primer

PAINT: Benjamin Moore, MoorGlo semi-gloss, acrylic latex as topcoats to all wood surfaces.

Windows and Frames: Finish all exterior surfaces exposed to view.
PRIMER: Benjamin Moore “Moorwhite” exterior alkyd oil primer

PAINT: Benjamin Moore, MoorGlo semi-gloss, acrylic latex as topcoats to all wood surfaces.

Windows and Frames: Finish all interior surfaces exposed to view.
Apply three coats of clear oil based varnish.
SCHEDULE – COLORS
Colors shall be selected by COR prior to start of work.
Submit sample charts for available paint colors for CO selection prior to ordering material.

PART 3 - EXECUTION

Scrape and paint window trim and frame to include brown header board and paint all new wood components.

All painting shall be 2 coats over 1 coat of primer.

All “natural finishes” shall be stained to match existing interior natural finishes and will receive 3 brushed coats of clear oil based varnish.
Preparation of Surfaces. Prepare according paint manufacturer’s recommendations and these specifications. In the event of differing requirements, the most stringent shall apply.
Prepare surfaces as necessary to receive painting as specified. Retouch shop coats and prime coats as necessary.
Power/pressure washing shall NOT be allowed.
Remove all paint form sashes, jambs, sills, interior stools, exterior moldings and trim with: steam box, infrared heating devise, heat guns, or wet scraping. NO LIQUID STRIPPERS ARE ALLOWED. DO NOT DRY SCRAPE. Mist the paint with water before carbide scraping, regulate the temperature on a heat gun below 600 degrees F to avoid scorching wood or creating lead fumes.

Prior to exterior paint removal; ensure area is properly tarped-off and all windows are closed. Ensure proper personal protective equipment is used.

Control all lead contaminated materials in accordance with applicable regulations.
Dispose of all paint debris in accordance with MoDNR regulations.

Repair any rotted, broken, or cracked trim and window components in accordance with Sections 061053 and 085201.

Spaces in which painting will be done shall be broom-cleaned and dust-free.
Remove soil, prints, stains, and adhered materials prior to beginning of work.
All bare wood should be hand washed with TSP and water at a rate of ¼ cup of TSP/gallon of water and then rinsed with clean potable water.
Meet requirements of other portions of Specifications for preparation of specific items.
Mixing
Apply paint of consistency recommended by manufacturer. Additional thinning not permitted. Use factory-mixed colors.
Application
Cover or protect surfaces that will not be painted from spills or drips.

Measure moisture content and verify that it is 15 % or less.

No exterior painting shall be done in rainy, damp, windy or frosty weather or until the surface is thoroughly dry.

No exterior painting or finishing shall be permitted until the building is thoroughly dried out by natural or artificial heat. Do not apply initial coating until the moisture content of the surface is within limitations recommended by the manufacturer.
No paint shall be applied when the temperature is below 50 degrees F. Nor when the temperature is likely to drop below 40 degrees F within 48 hours.
All paint shall be applied in accordance with the manufacturer's recommendations unless otherwise directed.
All coats shall be thoroughly dried before applying succeeding coats with sanding between coats where necessary. Comply with manufacturer's recommendation for drying time between succeeding coats.
Finish coats shall be smooth, free of brush marks, streaks, laps, or pole of paints, and skipped or missed areas. Finished metal surfaces shall be free of skips, voids or pinholes in any coat.
Leave all parts of moldings clean and true to details with no undue amount of paint in corners and depressions.
Apply paint, enamel, and varnish with suitable brushes. The rate of applications shall not exceed that as recommended by the paint manufacturers for the surface involved.
Keep brushes clean, dry, free from contaminates, and suitable for the finish required.
Make edges of paint adjoining other materials or colors stain and sharp with no overlapping.
Cleaning
Touch up and restore finish where damaged.
Remove spilled, splashed, or splattered paint from all surfaces.
Do not mar surface finish of item being cleaned.

END OF SECTION 099100

Appendix A.

file_0.jpg file_1.wmf

Figure 1: Steeway Custom Along-Side door.

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