[PART 1: GENERAL]{.underline}

1.1 SUMMARY

> A. Description of Work: Furnishing all labor, equipment, supplies, and
> materials to replace all exterior doors and frames, replace damaged
> interior and exterior building wall elements, replace metal flashings,
> vents, gutters, and other miscellaneous metals, removing the existing
> building siding, and installing new building siding and painting. The
> work is to be complete to restoring the building to its original
> condition to make a weather proof structure.
>
> B. Location: Work under this Contract is located in Lincoln County,
> Oregon. The work site is at the Yaquina Head Outstanding Natural Area.
> The work locations are shown on the drawings.

1.2 REFERENCES

> A. Referenced Specifications/Standards with Abbreviations and/or
> Acronyms: Wherever the following acronyms are used in these
> specifications or on the drawings, they are to be construed the same
> as the respective expressions represented. Copies of the referenced
> specifications/standards referred to herein may be procured by the
> Contractor, from the following:
>
> ADAAG Architectural and Transportation Barriers Compliance Board
>
> 1331 F Street, NW, Suite 1000
>
> Washington DC 20004-1111
>
> ASTM American Society for Testing and Materials

100 Barr Harbor Dr.

West Conshohocken PA 19428-2959

> ASTM A 167 Stainless and Heat-Resisting Chromium Nickel Steel Plate,
> Sheet, and Strip
>
> ASTM A 446/446 Steel Sheet, Zinc-Coated (galvanized) by the Hot Dip
> Process
>
> ASTM C 1186 Standard Specification for Flat Non-Asbestos Fiber Cement
> Sheets
>
> ASTM E 84 Test Method for Surface Burning Characteristics of Building
> Materials
>
> ASTM E 136 Standard Test Method for Behavior of Materials in a
> Vertical Tube Furnace at 750°C
>
> AWPA American Wood Preservers\' Association

P.O. Box 286

Woodstock MD 21163

> AWPA P 9-92 Solvents for Organic Preservative Systems
>
> OSHA Occupational Safety and Health Administration
>
> US Department of Labor
>
> 200 Constitution Ave., NW
>
> Washington DC 20210
>
> OSHA 2207-91 Construction Industry
>
> PS Product Standards
>
> US Department of Commerce

Government Printing Office

> Washington, DC 20402
>
> PS 1-83 U.S. Product Standard for Construction and Industrial Plywood
>
> UL Underwriters\' Laboratories, Inc.

333 Pfingston Road

Northbrook, IL 60062

> B. Referenced Codes with Abbreviations and Acronyms: Wherever the
> following acronyms are used in these specifications or on the
> drawings, they are to be construed the same as the respective
> expressions represented. Copies of the referenced codes referred to
> may be procured by the Contractor from the following:
>
> UBC Uniform Building Code

International Conference of Building Officials

5360 South Workman Mill Road

Whittier, CA 90601

1.3 DEFINITIONS

> A. Approvals: Approval of the submittals is an indication that the
> Contractor\'s submittals have been reviewed and that there are no
> objections, except as noted. Approval of deviations shall apply only
> to those deviations or omissions from the requirements of the drawings
> and specifications brought to the Contracting Officer\'s attention in
> writing. After approval of an item, submit a substitute for approval
> when the approved item cannot be purchased or delivered in time to
> avoid delay in completion of the project.

1.4 SUBMITTALS

> A. Scope: Submittals include design computations, shop drawings,
> manufacturers\' literature, as‑built drawings, samples, and
> maintenance manuals.
>
> B. Requirements: Refer to specifications for submittals required.
> Allow at least 10 working days for review. Submittals shall be
> delivered to the Contracting Officer.
>
> C. Identification of Submittals: Completely identify each submittal by
> showing at least the following information:
>
> 1\. Name and address of submitter, plus name and telephone number of
> the individual to contact for further information.
>
> 2\. Name of project as it appears in these specifications.
>
> 3\. Contract number, drawing number, and specification section number
> to which the submittal applies.
>
> 4\. Whether this is an original submittal or resubmittal.
>
> 5\. Each item shall clearly note the manufacturer\'s name and address,
> trade name, product, lot, style, color, catalog designation or model
> number, and locations of use.

1.5 CERTIFICATES OF CONFORMANCE

> A. Requirements: The Contracting Officer may permit use, prior to
> sampling and testing, of materials when accompanied by Certificates of
> Conformance. Materials used on the basis of a Certificate of
> Conformance may be sampled and tested. Installation of materials on
> the basis of Certificates of Conformance shall not relieve the
> Contractor of responsibility for incorporating materials which conform
> to the requirements of the drawings and specifications. Material not
> conforming to those requirements will be subject to rejection, whether
> in place or not.
>
> B. Format: The Certificate of Conformance provided by the supplier
> shall:
>
> 1\. State that the named product conforms to the Contract
> requirements.
>
> 2\. Either be accompanied with a certified copy of the test results,
> or certify that such test results are on file with the manufacturer
> and will be furnished to the Contracting Officer upon request.
>
> 3\. Provide the name and address of the manufacturer, the testing
> agency, and the date of tests.
>
> 4\. Set forth the means of identification which will permit field
> determination of the product delivered as being the product covered by
> the certification.

1.6 QUALITY ASSURANCE

> A. Codes and Standards: The work shall comply with codes and standards
> applicable to each type of work and as listed in the individual
> sections of these specifications. This Contract incorporates
> materials, applications, and tests by reference, with the same force
> and effect as when they were given in full text.
>
> B. Conflict: Where a conflict occurs between reference documents and
> project specifications, the project specifications shall govern.
>
> C. Measurements: Where approved manufacturer\'s diagrams and shop
> drawings give specific measurements or rough‑in dimensions for
> equipment, these dimensions shall take precedence over dimensions
> indicated on the drawings.
>
> D. Equipment: Prior to ordering equipment, verify dimensions and
> functions of equipment proposed for use. Be certain the equipment is
> compatible with the structural and architectural features of the work,
> avoids conflicts with equipment of other crafts, and that it will fit
> in the space provided.

1.7 DELIVERY, STORAGE, AND HANDLING

> A. Delivery: Protect products incorporated into the work from damage
> while in transit to the site. Products must be delivered in original
> unopened containers with manufacturer\'s name, brand designation, and
> contents legibly indicated.
>
> B. Storage: Provide temporary storage facilities for products. Storage
> shall comply with the manufacturer\'s instructions. The storage area
> shall permit access for inspection and handling.
>
> C. Handling: Load and unload products protecting them from damage.

1.8 PROJECT/SITE CONDITIONS

A.  Access to the Work: Contractor shall have full use of premises for
    construction operations, including use of Project site, during
    construction period. Contractor\'s use of premises is limited only
    by Government right to perform work or to retain other contractors
    on portions of Project.

B.  Schedule operations so that work is conducted during regular office
    hours which are 8:00 AM to 5:00 PM, Monday through Friday.

C.  Schedule and sequence operations necessary to complete the work,
    including coordination with other crafts relative to the
    Contractor\'s requirements. Schedule work in such manner as to avoid
    delays in overall construction and permit proper installation of
    work.

D.  Use of Site: Limit use of premises to pave area around building. Do
    not disturb portions of Project site beyond this area.

    1.  Limits: Confine Constructions Operations:

Retain first subparagraph below if reduced site disturbance is required
for LEED Credit SS 5.1. Credit applies only to greenfield sites. See
Evaluations.

a.  Limit site disturbance to 20 feet beyond building perimeter.

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2.  Government Occupancy: Allow for Government occupancy of Project
    site. Government personnel will be continuously occupying areas of
    the building immediately adjacent to the work area. Conduct work in
    a manner that will minimize needs for disruption of normal
    Government operations. Provide minimum 72 hours advance notice to
    Contracting Officer of activities that will impact normal Government
    operations. Secure Contracting Officer\'s written approval of
    activities that will impact normal Government operations to avoid
    delays in overall construction and permit proper installation or
    work.

Subparagraph and associated subparagraphs below are examples of a
special requirement appropriate to many projects; revise to suit Project
or delete.

3.  Driveways and Entrances: Keep driveways, parking areas, loading
    areas, and entrances serving premises clear and available to
    Government, Government employees, and emergency vehicles at all
    times. Do not use these areas for parking or storage of materials.

    a.  Schedule deliveries to minimize use of driveways and entrances.

    b.  Schedule deliveries to minimize space and time requirements for
        storage of materials and equipment on-site.

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E.  Use of Existing Building: Maintain existing building in a
    weather-tight condition throughout construction period. Damage
    caused by construction operations shall be repaired at the
    Contractor expense to restore damaged components to new condition.
    Protect building and its occupants during construction period.

F.  Utilities: Service interruptions of water, gas and electricity will
    be allowed with approval by Contracting Officer.

G.  The Yaquina Head can experience extreme weather conditions at any
    time of the year. High winds, heavy rain, and a salt air environment
    are among the common conditions found at the site. The Contractor
    shall be prepared to deal with the extreme weather conditions to
    protect the existing structure and new work during the project..

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1.  GOVERNMENT OCCUPANCY REQUIREMENTS

Retain first paragraph and subparagraph below if Government will occupy
all or part of premises during construction; revise to suit Project. See
Evaluations.

A.  Full Government Occupancy: Government will occupy the building
    during entire construction period. Cooperate with Government during
    construction operations to minimize conflicts and facilitate
    Government usage. Perform the work so as not to interfere with
    Government day-to-day operations. Maintain existing exits, unless
    otherwise indicated.

    1.  Maintain access to existing walkways, corridors, and other
        adjacent occupied or used facilities. Do not close or obstruct
        walkways, corridors, or other occupied or used facilities
        without written permission from Contracting Officer.

1.9 SEQUENCING AND SCHEDULING

> A. Work Schedule: The schedule shall be submitted at the pre‑work
> conference. When requested, submit an updated schedule within 3
> calendar days. As a minimum, the estimated start and completion dates
> shall be shown in the estimate.

[PART 2: PRODUCTS]{.underline}

(There are no applicable requirements.)

[PART 3: EXECUTION]{.underline}

3.1 PROJECT MEETINGS

> A. Pre‑Work Conference:
>
> 1\. Will be held prior to the start of work. The Contractor will be
> notified in advance of meeting time, date and place. The purpose will
> be to review required work, project drawings and specifications,
> construction schedules, payroll and payments, and administrative
> provisions of the Contract.
>
> 2\. The Contractor, subcontractors and the persons responsible for
> coordination of the work shall be present at the meeting.
>
> 3\. Be prepared to summarize and explain procedures planned for the
> project and present the submittals requested in the specifications.
>
> B. Progress Meetings:
>
> 1\. To be held at the project site, or as determined by the
> Contracting Officer.
>
> 2\. May be called by either the Contracting Officer or the Contractor.
> Request shall state who should attend and include an agenda.
>
> C. Final Inspection:
>
> 1\. To be held at the project site, or as determined by the
> Contracting Officer.
>
> 2\. Notify the Contracting Officer in writing at least 10 working days
> before the completion date so the Government can schedule final
> inspection.
>
> 3\. The superintendent shall be present during this inspection.

3.2 PREPARATION

> A. Work Layout: As shown on the drawings.

3.3 SALVAGEABLE ITEMS

> A. Requirements: Salvageable items consisting of door lock sets and
> hinges shall become the property of the Government. Salvageable items
> consisting of doors, door frames, siding, and miscellaneous metals
> shall become the property of the Contractor. Remove and store items
> designated as salvage for the Government at the locations approved in
> writing by the Contracting Officer. Items which have become the
> property of the Contractor shall be removed from the work site.

3.4 DISPOSAL OF DEBRIS

> A. Requirements: Items or debris not designated as salvage for the
> Government shall become the property of the Contractor. Disposal of
> materials in a legal manner and payment of fees required is the
> Contractor\'s responsibility. Sale of material onsite is not allowed.
> Burning of removed materials is not permitted on the work site.

3.8 WARRANTY

> A. Requirements: Materials and equipment furnished under this Contract
> shall be covered by the most favorable commercial warranties given to
> customers for such materials or equipment. The rights or remedies
> provided herein are in addition to and do not limit rights afforded to
> the Government by other clauses of this Contract. With respect to
> warranties, expressed or implied, from manufacturers or suppliers for
> materials or equipment furnished under the Contract the Contractor
> shall:
>
> 1\. Obtain warranties that would be given in normal commercial
> practices.
>
> 2\. Require warranties to be executed, in writing, for the benefit of
> the Government.
>
> 3\. Submit warranties to the Contracting Officer prior to the final
> inspection.
>
> 4\. If no warrantee is available from the manufacture, the Contractor
> shall warrantee all work and products for one year from the end of the
> contract.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

> A. Units: The work described in this section will not be measured for
> payment.

4.2 BASIS OF PAYMENT

> A. Payment: No direct payment for the work described under this
> section will be made. Consideration for this item shall be included in
> the bid price under Section 06112, Light Wooden Structures Framing,
> Section 07460, Siding, and Section 08220, Fiberglass Doors and Frames.

[PART 1: GENERAL]{.underline}

1.1 SUMMARY

> A. Section Includes: The demolition and disposal, or removal and
> salvage of selected portions of the building, and components in
> preparation for building renovations. All damaged structural
> components, siding, wood battens, wood trim, exterior doors, and
> exterior door frames shall be removed. Overhead doors can remain in
> place.

1.2 SUBMITTALS

> A. General: Submittals shall be according to Section 01009 - General
> Information and Requirements.
>
> B. Demolition Plan: Submit three copies of the demolition plan,
> including proposed salvage and removal procedures to the Contracting
> Officer for approval 14 days before work is started.

1.3 QUALITY ASSURANCE

> A. Regulations: Comply with federal, state, and local hauling,
> disposal and safety regulations.

1.4 PROJECT/SITE CONDITIONS

> A. Work Limits: Work limits and control points are established by the
> Contracting Officer and listed in the specifications.
>
> B. Environmental Considerations: Use means necessary to prevent dust
> becoming a nuisance to the public, to neighbors, and to other work
> being performed on or near the site.

[PART 2: PROJUCTS]{.underline}

> (There are no applicable requirements.)

[PART 3: EXECUTION]{.underline}

3.1 PREPARATION

> A. Requirements: Provide, erect, and maintain temporary barriers and
> security devices. Notify Contracting Officer of work which may affect
> adjacent structures, potential noise, outage, or disruption.
> Coordinate with the Contracting Officer.
>
> 1\. Do not interfere with use of adjacent buildings.
>
> 2\. Utility services, pedestrian, and automotive access to the
> building to be demolished shall remain intact.
>
> 3\. Debris shall not be allowed to accumulate and block access.
>
> B. Traffic Control:
>
> 1\. Do not close or obstruct roadways without written permission of
> the Contracting Officer.
>
> 2\. Conduct operations with minimum interference to public or private
> roadways.
>
> C. Utilities: Gas, water, electricity, and other utility services
> shall be properly capped, removed or disconnected, as needed, before
> the Contractor commences demolition activity.
>
> 1\. The Contractor shall notify utility companies in advance of
> demolition, so that the utilities may cap or disconnect utilities and
> retrieve any meters.
>
> 2\. Contact the utility company to arrange for utility service
> required for demolition work and to assuring that any onsite service
> utilized or installed is of adequate capacity. Protect temporary
> utilities.
>
> 3\. Place markers to indicate the location of disconnected services.
> Identify service lines and capped locations on Contract drawings.
>
> 4\. Provide support to existing utilities mounted on and/or in the
> wall in the mechanical/electrical/shop rooms during the demolition of
> the existing walls.

3.2 PROTECTION

> A. Structures: Prevent movement or settlement of adjacent structure
> features, such as roofs. Provide bracing and shoring. Cease operations
> and notify Contracting Officer immediately if safety of structure
> appears to be endangered. Do not resume operations until safety is
> restored.
>
> 1\. Provide, erect and maintain barricades and guard rails as required
> to protect general public, workers, and adjoining property.
>
> 2\. Erect weatherproof closures for exterior openings. Maintain exit
> requirements.
>
> 3\. Erect and maintain dustproof partitions as required to prevent
> spread of dust, fumes and smoke to other parts of the building. On
> completion, remove partitions and repair damaged surfaces to match
> adjacent surfaces.
>
> 4\. During the removal of the existing siding and metal items, provide
> proper protection from falling objects over entrances which are to be
> kept open during normal working hours.
>
> 5\. Keep necessary noise to a minimum. Noise levels above 90 db or
> impact levels above 2700 J (2000 ft‑lbs) must be approved by the
> Contracting Officer.
>
> B. Adjacent Landscaping: Protect existing landscaping materials and
> structures which are not to be demolished.
>
> 1\. Prevent movement, settlement or collapse of adjacent services,
> sidewalks, driveways and trees.
>
> 2\. Maintain egress and access at all times.
>
> 3\. Do not close or obstruct roadways and sidewalks without approval
> by the Contracting Officer.
>
> 4\. Restore all damaged landscape to original condition.

3.3 DEMOLITION

> A. General: Disconnect and cap and identify designated utilities.
> Demolish structure components indicated, according to the approved
> demolition plan to accommodate new work, including that required for
> connection to the existing building.
>
> 1\. Perform cutting and demolition by methods which will prevent
> damage to other portions of the work and provide proper surfaces to
> receive installation of repair and new work.
>
> 2\. Perform fitting and adjusting of products to provide finished
> installation complying with the specified tolerances and finishes.

3.4 SALVAGE

> A. Requirements: Remove and store items designated as salvage for the
> Government at the location designated by the Contracting Officer.

3.5 DISPOSAL OF DEBRIS

> A. Requirements: Items or debris not designated as salvage for the
> Government shall become the property of the Contractor. The Contractor
> shall remove such materials from the site according to all applicable
> regulations. Do not allow excessive amounts of debris to accumulate
> onsite. Sale of material onsite is not allowed. The Contractor shall
> replace with new items, or reimburse at replacement cost, the
> Government for items designated as salvage for the Government that are
> lost or destroyed during demolition work.

3.6 CLEANUP

> A. Requirements: Remove demolished material from site as work
> progresses. Leave areas of work in a clean condition.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

> A. Units: The work described in this section will not be measured for
> payment.

4.2 BASIS OF PAYMENT

> A. Payment: No direct payment for the work described under this
> section will be made. Consideration for this item shall be included in
> the bid price under Section 06112, Light Wooden Structures Framing,
> Section 07460, Siding, Section 08220, and Fiberglass Doors and Frames.

[PART 1: GENERAL]{.underline}

1.1 SUMMARY

A. Section Includes: Furnishing and installing sawn lumber, plywood, and
associated metal hangers and hold downs for use in this project.

1.2 SUBMITTALS

A. General: Submittals shall be according to Section 01009 - General
Information and Requirements.

B. Shop Drawings: Submit 3 copies of shop drawings for the fabricated
items to be used on this project, including the following items:

> 1\. Joist and beam hangers.
>
> 2\. Framing anchors.
>
> 3\. Rafter anchors.
>
> 4\. Reinforcing straps.
>
> 5\. Wall bracing.

1.3 QUALITY ASSURANCE

A. Manufacturers Qualifications: Shop fabricated framing shall be
manufactured by fabricators having the experience and equipment to
produce dimensionally-consistent and structurally competent units.

B. Labeling Requirements: Kiln-dried material shall be identified with
an appropriate stamp on each piece.

> 1\. Framing shall bear a Grading Bureau mark.

C. Failure Criteria: Not limited to the following:

1\. Necessity of additional bracing, splicing, or replacing of any
member in order to maintain structural integrity.

2\. Bowing of walls horizontally or bulging of walls vertically in
excess of l/4 inch in 8 feet‑0 inch.

3\. Settlement of walls or opening of framing, sufficient to cause
cracks in applied finishes or to preclude the proper functioning of
doors and windows.

4\. Rupture of any metal connector.

5\. Separation of members due to insufficient number of connectors being
applied or being applied in such a manner as to cause failure of the
members connected.

6\. Separation of metal joints in fabricated items.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Storage: Store off the ground in a weather-protected area or cover
with protective sheeting to prevent moisture exposure.

1.5 SEQUENCING AND SCHEDULING

A. Requirements: Coordinate construction of wall and opening framing
with trades affected, e.g., electricians, sheet metal workers, and
electronic controls. Refer to drawings for locations of conditions which
require special construction.

B. Alignment: Prior to applying metal connectors or sheet metal items,
care shall be taken to ascertain that the members to be connected are
properly lined up with respect to each other and the remainder of the
structure.

C. Anchor Bolts and Hold Downs: Existing anchor bolts and hold downs
shall be used. If any anchor bolts or hold downs are found to be
unusable, the Contracting Officer shall be notified and new anchor bolts
and hold downs, equal to the originals, shall be installed before
framing work begins.

[PART 2: PRODUCTS]{.underline}

2.1 MATERIALS

A. Lumber: Lumber grades shall be graded in accordance with the WWPA
grading rules and shall conform to the following:

1\. Structural Joists and Planks: Douglas Fir number 1 or better, S4S

2\. Beams and Stringers: Douglas Fir number 1 or better, S4S

3\. Posts and Timbers: Douglas Fir number 1 or better, S4S

4\. Wall Framing: Douglas Fir number 1 or better, S4S

B. Fasteners:

1\. All fasteners, nails spikes, lag screws, bolts and hardware shall be
hot-dip galvanized.

2\. Nails shall be galvanized common wire nails.

3\. Minimum nailing per UBC, table No. 25Q.

> 4\. Predrilled holes shall be 1/16" less than spike diameter, near
> ends where splitting of wood may occur, holes shall 1/32" less than
> nail diameter and ½" less than the penetration of the nail.

C. Structural Plywood:

1\. Structural plywood shall conform to U.S. Product Standard PS-1 for
construction and industrial plywood, C-C plugged, exterior grade.

2\. Nails shall be 10d galvanized common wire, spaced at 3" o.c. for
panel edges and 6" o.c. at intermediate supports unless otherwise noted.

[PART 3: EXECUTION]{.underline}

3.1 PREPARATION

A. Wall Plate Anchorage: Use existing anchor bolts located in the
existing foundation or concrete floor slab and walls. Replace all metal
structural elements found to be damaged and usable. New metal structural
elements shall be equal to the originals.

1\. Plates shall be set true to level on concrete foundations. Shim as
necessary with Portland cement mortar to obtain full bearing.

B. Wall Openings: Locate accurately allowing for scheduled door or
window sizes, shim spaces, and applied trim as detailed.

C. Sill Plate Preservative: Sill plates shall be construction heart
grade Redwood or shall be pressure treated using 5 percent
pentachlorophenol solution in petroleum, according to AWPA Standard P9.

l\. Minimum net retention of preservative shall be 6 pcf, using the
empty cell pressure treating process.

D. Lag Bolts: Drill lead holes according to the following table:

[Existing Lag Bolt Diameter]{.underline} [Lead Hole
Diameter]{.underline}

1 inch 11/16 inch

E. Bolts: Drill holes 1/16 inch larger than bolt diameter.

3.2 INSTALLATION

A. General:

1\. Carefully lay, out cut, fit, and install rough carpentry items.

a\. Use sufficient nails, spikes, screws and bolts to insure rigidity
and permanence. Follow most stringent nailing requirements per drawings
or UBC Table 25Q.

b\. Drive nails perpendicular to grain of wood in lieu of toe nailing,
where feasible.

2\. Install work to true lines, plumb and level, except as indicated
otherwise.

3\. Mechanical, electrical, and Other Parts of the Work: Provide
necessary backing and blocking for all other phases of the work; provide
for installation and support of mechanical and electrical work.

B. Wood Blocking:

1\. Unless otherwise called for, provide wood blocking/backing in walls
for support of required hardware and accessory items that were in the
previous walls. Verify exact locations before walls are demolished.

2\. Anchor blocking framing to other construction with required anchors.

3\. Nailing as indicated on UBC Table 25Q.

C. Cuts in Treated Wood: Field apply wood preservative treatment to all
cuts taking

adequate precautions to avoid any spillage of preservative material.

D. Partition and Wall Framing: As noted on Structural Drawing and Notes
and as follows:

1\. Frame internal angles solid.

2\. Double studs at openings.

3\. Provide bearing (cripples) for headers.

4\. Install 2" solid stock fire-stops set at mid-height between studs,
where partition height exceeds 8'-0". Place fire stops at ceiling line
and not over 10'-0" o.c. vertically.

5\. Anchor plates, caps, and end studs to other construction with
anchors spaced 2'-0" on centers, and at least two anchors in each piece
as follows, unless otherwise indicated:

a\. Concrete: 5/8" bolts unless indicated otherwise.

6\. Nailing as shown on the drawings or per UBC Table 25Q, whichever
most stringent.

E. Joists: As noted on Structural Drawings and Notes, and as follows:

1\. Set joists to provide true surfaces and bearing for applied finish.
Set with crown up.

2\. Bearings: Provide full and proper bearing for joists and beams.
Install joist hangers where shown or required to replace rusted hangers.

3\. Headers and Trimmers: Frame around openings in framing.

4\. Provide framed openings and blocking between framing as required for
passage and fastening of work specified in other sections.

5\. Shims: Do not use shims for leveling on work or metal bearings; cut
and fit members as required.

6\. Provide bridging as required.

7\. Nailing: In accordance with UBC Table 25Q.

F. Curbs, and Nailers: Pressure treated, dimensions as indicated or
required.

G. Plywood Sheathing (Interior and Exterior): Nail to structural framing
as indicated on Structural Drawings and Notes.

H. Provide double layer building paper between untreated ledgers,
plates, blocking and concrete and masonry. Place building paper
horizontally over wall sheathing, weather lap edges and ends.

I. Metal Connectors: Provide the number and kind indicated. Fill all
nail holes with nails provided.

J. Fasteners and Supports: Spacing of connectors shall be of the proper
size for the purpose intended and shall be installed by use of the tools
normally used in these installations.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured for
payment.

4.2 BASIS OF PAYMENT

A. Payment: Payment will be made at the Contract price, as indicated in
the Schedule of Items, and will include full compensation for the work
described in the Contract. Payment will be made under:

[Pay Item]{.underline} [Pay Unit]{.underline}

06112(01) Remove and replace all Square Feet

damaged wooden walls.

06112(02) Remove and replace all Lump Sum

damaged metal structural elements

06112(03) Remove and replace all Each

damaged metal structural hold downs

[PART 1: GENERAL]{.underline}

1.1 SUMMARY

> A. The work of this section includes the furnishing and installing
> glass wool batt insulation in the rebuilt walls.

1.2 SUBMITTALS

> A. As specified in Section 01009.
>
> B. Submit certification for each type of insulation identifying
> Manufacturer, Brand Name, R-value and composition including percentage
> of Recycled Material.

1.3 QUALITY ASSURANCE

> A. Labeling Requirements: Batt insulation shall bear the
> factory‑applied R‑value rating imprinted upon each batt or upon the
> package containing the insulation.

1.4 DELIVERY, STORAGE, AND HANDLING

> A. Protect insulation materials from damage and deterioration. Store
> inside in a dry location. Comply with manufacturer's written
> directions for handling, storing and protection during installation.
> Permit easy access for inspection during storage. Do not expose
> materials with the potential to be degraded by sunlight except for the
> minimum extent necessary for installation.

[PART 2: PRODUCTS]{.underline}

2.1 MANUFACTURERS

> A. Potential Manufacturers: Subject to compliance with requirements,
> manufacturer's offering insulation products that may be incorporated
> in the work include, but are not limited to, the following:
>
> 1\. Glass-Fiber Insulation:
>
> CertainTeed Corporation.
>
> Knauf Fiber Glass GmbH.
>
> Owens-Corning Fiberglas Corporation.
>
> Schuller International, Inc.

2.2 MATERIALS

> A. Batt Insulation:
>
> 1\. Friction fit, Type foil faced fiberglass batts with the following
> installed thermal resistance: R-30 rated batts above ceilings, and
> R-19 in framing allowing 5-1/2 inches clear space. The glass wool
> shall not readily absorb or retain moisture, create or absorb odors,
> shall be incombustible, not attract insects or vermin, and shall not
> sustain fungi.
>
> B. Staples: Staples commonly used by the industry for this purpose.
>
> C. Tape: Permanently adhering cloth tape used to seal openings.

[PART 3: EXECUTION]{.underline}

3.1 EXAMINATION

> A. Verification of Conditions: Framing receiving insulation shall have
> been inspected and approved, exterior finishes, mechanical and
> electrical work are in place, and framing is ready for insulation.
>
> B. Insulation to be Replaced: Replace all insulation that has water
> stains from water penetrating the wall siding.

3.2 PREPARATION

> A. Protection: Before and during installation take care to protect
> insulation from absorbing excessive moisture. Wet or damaged
> insulation shall not be installed. Rips in the vapor barrier occurring
> after installation shall be repaired immediately with permanently
> adhering tape manufactured for this purpose and recommended by the
> insulation manufacturer. Fish mouths at flanges shall be completely
> closed with additional staples or tape. Dependence upon the applied
> wall covering material to repair installation defects will not be
> allowed.

3.3 INSTALLATION

> A. General: Install in strict accordance with the manufacturer\'s
> printed instructions.
>
> B. Batt Insulation shall fit all framing spaces including areas
> between joists and outside headers, behind electrical outlets and
> piping and other areas in such a way as to form a complete thermal
> insulating blanket around the heated areas of the structure. Flanged
> blankets shall be positioned as shown on the drawings and vapor
> barriers shall be on the inside, heated side of the insulation
> blanket. Insulation filling framing depth shall be face‑stapled to
> framing members 4 inches o.c. maximum. Ends shall be fitted tight and
> vapor barriers lapped and taped.

3.4 FIELD QUALITY CONTROL

> A. Inspection: The Contracting Officer shall inspect individual layers
> of the project immediately prior to the concealing of any
> multi‑layered or single‑applied insulation. Concealed insulation which
> has not been inspected shall be uncovered for inspection.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

> A. Units: The work described in this section will not be measured for
> payment.

4.2 BASIS OF PAYMENT

> A. Payment: No direct payment for the work described under this
> section will be made. The Contractor shall include consideration for
> this item in the bid price under Section 06112, Light Wooden
> Structures Framing, Section 07460, Siding, Section 08220, and
> Fiberglass Doors and Frames.

[PART 1 - GENERAL]{.underline}

1.1 SUMMARY

A. Section Includes:

B.  Furnishing and installing fiber-cement siding, battens, and trim
    including water-resistive barrier including related accessories.

C.  Related Sections:

    1.  Division 6 Section \"Light Wooden Structure Framing\" for wood
        furring, grounds, nailers, and blocking.

        1.2 SUBMITTALS

        A. Product Data: For each type of product indicated.  Include
        construction details, material

        descriptions, dimensions of individual components and profiles,
        and finishes.

        B. Samples: For siding, trim and water-resistive barrier
        including related accessories.

        C. Samples for Verification: For each type, color, texture, and
        pattern required.

        1\. 12-inch-long-by-actual-width sample of siding.

    2.  12-inch-long-by- actual-width sample of water-resistive barrier.

    3.  12-inch-long-by-actual-width sample of battens.

    4.  12-inch-long-by-actual-width Samples of trim and accessories.

D.  Product Certificates: For each type of siding, trim and
    water-resistive barrier, from manufacturer.

E.  Product Test Reports: Based on evaluation of comprehensive tests
    performed by a qualified testing agency, for fiber-cement siding.

F.  Maintenance Data: For each type of siding, and trim and related
    accessories to include in maintenance manuals.

G.  Warranty: Sample of special warranty.

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2.  QUALITY ASSURANCE

    A.  Labeling: Provide fiber-cement siding that is tested and labeled
        according to ASTM C 1186 by a qualified testing agency
        acceptable to authorities having jurisdiction.

    B.  Source Limitations: Obtain siding, trim and water-resistive
        barrier, including related accessories, from single
        manufacturer.

    C.  Pre-installation Conference: Conduct conference at Project site.

3.  DELIVERY, STORAGE, AND HANDLING

    A.  Store materials in a dry, well-ventilated, weather-tight place.

4.  COORDINATION

    A.  Coordinate installation with flashings and other adjoining
        construction to ensure proper sequencing.

5.  WARRANTY

    A.  Special Warranty: Standard form in which manufacturer agrees to
        repair or replace siding, trim and water-resistive barrier that
        fail(s) in materials or workmanship within specified warranty
        period.

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

            a.  Structural failures including cracking, deforming\[, and
                fading\].

            b.  Deterioration of metals, metal finishes, and other
                materials beyond normal weathering.

        2.  Warranty Period: 15 years from date of Substantial
            Completion.

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1.  [PRODUCTS]{.underline}

    1.  FIBER-CEMENT SIDING

        A.  General: ASTM C 1186, Type A, Grade II, fiber-cement board,
            noncombustible when tested according to ASTM E 136; with a
            flame-spread index of 25 or less when tested according to
            ASTM E 84.

            1.  Manufacturers: Subject to compliance with requirements,
                provide products by the following:

                a.  Textured, with no grooves, fiber-reinforced cement
                    exterior siding - 4 x 8 feet panels, 5/16 inch
                    thickness, square edged, non- combustible and
                    factory primed Cedarmill surface texture. James
                    Hardie Building Products Inc., Mission Viejo, CA, or
                    approved equal.

                b.  Texture: Wood grain.

            2.  Panel Texture: 48-inch-wide sheets with wood-grain
                texture.

            3.  Factory Priming: Manufacturer\'s standard acrylic
                primer.

    2.  FIBER-CEMENT BATTENS AND TRIM

        A.  General: ASTM C 1186, Type A, Grade II, fiber-cement board,
            noncombustible when tested according to ASTM E 136; with a
            flame-spread index of 25 or less when tested according to
            ASTM E 84.

            1.  Manufacturers: Subject to compliance with requirements,
                provide products by the following:

                a.  James Hardie.

        B.  Batten and Trim: To match existing wood members on building
            that will be removed: 12-inch- long, 4-inch wide, 6-inch
            wide, and 8-inch wide, 12-inch wide, 1-inch thick batten
            smooth or wood-grain texture, 7/16" thickness trim,
            wood-grain texture.

        C.  Factory Priming: Manufacturer\'s standard acrylic primer.

    3.  ACCESSORIES

        A.  Siding Accessories, General: Provide starter strips, edge
            trim, outside and inside corner caps, and other items as
            recommended by siding manufacturer for building
            configuration.

        B.  Vapor Retarter: Manufactures -- Typar by Reemay, or Tyvek by
            Dupont. Fiber reinforced, cross laminated polyethylene air
            barrier sheets, or approved equale.

        C.  Flashing: Provide stainless-steel flashing complying with
            Division 7 Section \"Sheet Metal Flashing and Trim\" at
            window and door heads and where indicated.

        D.  Fasteners:

            1.  For fastening fiber cement, use hot-dip galvanized
                fasteners.

2.  [EXECUTION]{.underline}

    1.  EXAMINATION

        A.  Examine substrates for compliance with requirements for
            installation tolerances and other conditions affecting
            performance of siding and related accessories.

        B.  Proceed with installation only after unsatisfactory
            conditions have been corrected.

    2.  PREPARATION

        A.  Clean substrates of projections and substances detrimental
            to application.

    3.  INSTALLATION

        A.  General: Comply with siding manufacturer\'s written
            installation instructions applicable to products and
            applications indicated unless more stringent requirements
            apply.

            1.  Do not install damaged components.

            2.  Do not walk on siding. Keep siding clean.

        B.  Install fiber-cement siding and related accessories.

            1.  Install fasteners no more than 24 inches o.c.

            2.  Treat/paint cut ends of siding and related accessories
                as recommended by the siding manufacturer.

        C.  Install joint sealants as specified in Division 7 Section
            \"Joint Sealants\" and to produce a weather-tight
            installation.

    4.  ADJUSTING AND CLEANING

        A.  Remove damaged, improperly installed, or otherwise defective
            materials and replace with new materials complying with
            specified requirements.

        B.  Clean finished surfaces according to manufacturer\'s written
            instructions and maintain in a clean condition during
            construction.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

> A. Units: The work described in this section will be measured and paid
> for by the square foot.

4.2 BASIS OF PAYMENT

A. Payment will be made at the Contract price, as indicated in the
Schedule of Items, and will include full compensation for the work
described in the Contract. Payment will be made under:

[Pay Item]{.underline} [Pay Unit]{.underline}

07460(01) Siding Square Foot

[PART 1: GENERAL]{.underline}

1.01 SUMMARY:

A. Section Includes: Furnishing and installing stainless steel
flashings, counter-flashings, copings, scuppers, gutters, downspouts,
reglets, and the like. Fabricated and installed as required for a
watertight building.

B. Related Sections:

Summary of Work Section 01010

Light Wooden Structures Framing Section 06112

Siding Section 07460

Exterior and Interior Painting Section 09915

C. Alternates/Alternatives: Reglets: Rigid polyvinylchloride reglets may
be provided in lieu of metal reglets, at Contractor\'s option.

1.02 REFERENCES:

A. American Society for Testing and Materials:

ASTM A167-93 Specification for Stainless and Heat-Resisting
Chromium-Nickel Steel Plate, Sheet and Strip

ASTM A 446/A 446 M-91 Steel Sheet, Zinc‑Coated (Galvanized) by the
Hot‑Dip Process, Structural (Physical) Quality

ASTM A 525 REV A-91 General Requirements for Steel Sheet, Zinc‑Coated
(Galvanized) by the Hot‑Dip Process

ASTM A 526/A 526 M-90 Steel Sheet, Zinc‑Coated (Galvanized) by the
Hot‑Dip Process, Commercial Quality

B. Sheet Metal and Air Conditioning Contractors National Assoc., Inc.:

SMACNA Architectural Sheet Metal Manual, available at SMACNA, Columbia
Chapter, Portland, OR, latest edition. Phone (503) 220-2303

1.03 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General
Information and Requirements.

B. Certificates of Conformance: Submit 3 copies of written certification
from the supplier of the Contractor‑furnished sheet metal flashing and
trim to be used on this project that they conform to the requirements of
this specification section.

C. Shop Drawings: Submit 3 copies of shop drawings for the sheet metal
flashing and trim to be used on this project. Shop drawings shall
indicate thickness, dimensions, fastenings, and anchoring methods,
expansion joints, and other provisions necessary for thermal expansion
and contraction. Sealed catalog cuts may be submitted for factory
fabricated items.

1.04 QUALITY ASSURANCE:

A. Failure Criteria: Not limited to the following:

1\. Chipping or flaking of paint finish.

2\. Rusting.

3\. Joint leaking.

4\. Metal pulling loose from subsurface.

1.05 DELIVERY, STORAGE, AND HANDLING:

A. Storage: Crated materials shall not be uncrated until ready for use.
Store the materials in dry, weather‑tight, ventilated areas until
immediately before installation.

[PART 2: PRODUCTS]{.underline}

2.01 MATERIALS:

A. Stainless Steel at Exterior Exposed building Locations: Terne coated
stainless steel to match roof panel color, 26 gauge. Use samples of
existing flashing and hold-down straps as examples of shape, size and
color. Lengths of 8 or l0 feet. Single pieces less than 8 feet long may
be used to connect to factory fabricated corners, and at ends of runs.

B. Fastenings: Provide 300 series stainless steel. Material shall be
compatible with finish of surface being attached.

C. Solder: As applicable, 3 lb. minimum irons or special acetylene
heated soldering iron. Best commercial quality, type fest suited to
material to be soldered. Minimum 50% tin content, rosin flux.

2.02 FABRICATION:

A. Conform to referenced SMACNA manual. Manufacture's recommendations if
pre-manufactured and as detailed. Conform to the following general
requirements and match to existing flashing being replaced :

1\. Form sections true to shape, accurate in size, square, and free from
distortion or defects.

> 2\. Fabricate cleats and starters strips same material as sheet, in
> widths required by SMACNA, interlockable with sheets.

3\. Form pieces in longest practical lengths.

> 4\. Provide expansion joints at minimum 40' intervals or as required
> by SMACNA or as indicated.

5\. Hem exposed edges on underside ½ inch; miter and seam corners.

6\. Form material with cover plate type seam.

> 7\. Solder and seal mater joints. After soldering, remove flux. Wipe
> and wash solder joints clean.
>
> 8\. Fabricate corners from one piece with minimum 18 inch long legs;
> seam for rigidity, seal with sealant.
>
> 9\. Fabricate vertical faces with bottom edge formed outward ¼ inch
> and hemmed to for drip.

2.03 EXISTING RAIN GUTTERS AND DOWNSPOUTS:

A. Replace all existing rain gutters, downspouts, hold-down straps,
fasteners, etc., with a comparable gutter system that matches the
existing gutter system existing on the building now. All gutters and
downspouts hold-down straps/fasteners shall be manufactured to match the
existing for size and shape.

2.04 EXISTING VENT COVERS

A. All existing vent covers that are in good condition, showing no rust
or corrosion, shall be reused and reinstalled. Vent covers include all
attic vent covers and two building fan exhausts.

[PART 3: EXECUTION]{.underline}

3.01 PREPARATION:

A. Subsurfaces: Surfaces to receive sheet metal must be plumb and true,
clean, even, smooth, dry and free from defects and projections which
might affect the application. Installation of items not shown in detail
or not covered by specifications shall meet the applicable requirements
of the SMACNA Architectural Sheet Metal Manual.

3.02 INSTALLATION/APPLICATION:

A. Workmanship: Install sheet metal work with lines, arises, and angles
sharp and true. Exposed surfaces shall be free from visible wave, warp,
buckle and tool marks. Exposed edges shall be folded back neatly to form
a 1/2 inch hem on the concealed side. Sheet metal exposed to the weather
shall be watertight with provisions for expansion and contraction.

B. Nailing: Nailing of sheet metal shall be confined generally to sheet
metal having a maximum width of 18 inches. Nails shall be evenly spaced
not more than 3 inches oc and approximately 1/2 inch from edge unless
otherwise specified or indicated. Face nailing will not be permitted.

C. Cleats: Provide cleats for sheet metal 18 inches and over in width.
Space cleats evenly not more than 12 inches oc unless otherwise
specified or indicated. Unless otherwise specified, cleats shall be not
less than 2 inches wide by 3 inches long and of the same material and
thickness as the sheet metal being installed. One end of the cleat shall
be secured with two nails and the cleat folded back over the nailheads.
The other end shall be locked into the seam. Cleats for soldered seams
shall be pre‑tinned.

D. Bolts, Rivets, and Screws: Install where indicated or required.
Provide compatible washers where required to protect surface of sheet
metal and to provide a watertight connection.

E. Seams: Straight and uniform in width and height with no solder
showing on the face.

1\. Flat‑lock: Finish not less than 3/4 inch wide.

> 2\. Lap: Finish soldered seams not less than one inch wide. Overlap
> seams not soldered, not less than 3 inches.
>
> 3\. Loose‑lock Expansion: Not less than 3 inches wide, and shall
> provide minimum one inch movement within the joint. Joint shall be
> completely filled with the specified sealant, applied at not less than
> 1/8 inch thick bed. Sealants are specified in Section 07920 ‑ Sealants
> and Caulking.

4\. Standing: Not less than one inch high, double locked without solder.

5\. Flat: Make seams in the direction of the flow.

F. Interface with Other Products: Metal surfaces in contact with mortar,
concrete, or other masonry materials shall be painted with
alkali‑resistant coatings such as heavy‑bodied bituminous paint.

1.Requirements: Sheet metal work shall be field painted in addition to
that as required for the separation of dissimilar metals or for
compliance with design requirements.

2.Prior to Painting: Grease and oil films, handling marks, contamination
from steel wool, fittings and drilling debris shall be removed, and the
work scrubbed clean. All exposed metal surfaces shall be free of dents,
creases, waves, scratch marks, and solder marks. Clean all exposed sheet
metal work at completion of installation.

G. Use concealed fastenings unless otherwise indicated or approved.

H. Make exterior work weather-tight: Follow standard SMACNA manual,
whether item

indicated or not.

I. Sealant: Install where indicated or where required to make
weather-tight.

J. General flashings, counter-flashings, gutters, downspouts, and the
like: Install to detail in

accordance with referenced SMACNA Manual, and as required for watertight
installations.

Match new flashing to the existing shapes that are being replaced.

3.03 ADJUSTMENTS:

A. Requirements: Scratches, abrasions and minor surface defects of
finish may be repaired as approved. Finish of repaired surfaces shall be
uniform and free from scratches, blemishes, and from variations of color
and surface texture.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for
payment.

4.02 BASIS OF PAYMENT:

> A. Payment: No direct payment for the work described under this
> section will be made. The Contractor shall include consideration for
> this item in the bid price under Section 06112, Light Wooden
> Structures Framing, Section 07460, Siding, Section 08220, and
> Fiberglass Doors and Frames.

[PART 1: GENERAL]{.underline}

1.1 SUMMARY:

A. Section Includes: Furnishing and installing single-component sealant
for exterior joints to prevent moisture from gaining access to the
building, also in the interior of the building where moisture
transmission would be problematical.

1.2 REFERENCES:

A. American Society for Testing and Materials:

> ASTM C 834 Latex Sealants
>
> ASTM C 920 Elastomeric Joint Sealants
>
> ASTM C 1193 Guide for Use of Joint Sealants

1.3 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General
Information and Requirements.

B. Manufacturer\'s Literature: Submit 3 copies of the manufacturer\'s
descriptive data for each type of caulking compound or sealant, joint
primer, and backing material to be used on this project. Data which
describe more than one type shall be clearly marked to indicate which
type the Contractor intends to provide. Data shall be sufficient to show
conformance to specified requirements.

C. Certificates of Conformance: Prior to delivery of materials, submit 3
copies of written certification from the manufacturer attesting that
materials to be used on this project, except for those specified to bear
markings or statements, meet the requirements of these specifications.

D. Samples: Submit a sample of each type of joint to be caulked. The
sample shall show the workmanship, bond, and color of caulking material.
The workmanship, bond, and color of caulking work throughout the project
shall match that of the approved sample joint.

1.4 QUALITY ASSURANCE:

A.  Labeling Requirements: Cartridges shall bear manufacturer\'s
    identification.

B. Failure Criteria: Not limited to the following:

1\. Separation of sealant or caulking from wall of joint.

> 2\. Hardening of sealant or caulking causing cracking.

3\. Staining of materials forming joint.

1.5 PROJECT AND SITE CONDITIONS:

A. Environmental Conditions: The air temperature shall be between 40 and
90 degrees F when the sealants and caulking are applied. Do not work
when moisture is present or when surfaces to be sealed are wet.

B. Follow manufactures instructions for application.

[PART 2: PRODUCTS]{.underline}

2.1 MATERIALS:

A. Exterior Sealant:

1\. Non-Alkaline Surfaces: according to ASTM C 920, Type S, Grade NS,
Class 25: Dow No. 795, GE "Silglaze," Sonneborn "Omniplus," or approved
equal. Backer rod, as needed, shall be compatible with sealant and
approved by the sealant manufacturer for the type of application.

2\. Porous or Alkaline Surfaces: Dow 790. GE "Silpruf," Sonneborn
"Omniseal," or approved equal.

B. Miscellaneous Materials:

1\. Joint Cleaner: As recommended by the sealant or caulking
manufacture.

2\. Joint Primer/Sealer: Non-corrosive and non-staining type, as
recommended by the sealant manufacture for joint surfaces to be
primed/sealed.

3\. Bond Breaker Tape: Polyethylene tape/plastic tape recommended by the
sealant manufacture, applied to sealant contact surfaces where bond to
substrate or backer rod must be avoided for proper performance of the
sealant. Provide self-adhesive tape where applicable.

4\. Backer Rod Material: Polyethylene foam rod, for non-adhering type
sealant, recommend by the sealant manufacturer. Closed or open cell to
suit job conditions.

a\. Diameter 1/3 greater that width of joint where it is to be
installed. Polystyrene foam is not acceptable.

[PART 3: EXECUTION]{.underline}

3.1 PREPARATION:

A. Protection: Areas adjacent to joints to be filled shall be protected
from smearing by the compound.

B. Surface Preparation: Clean, dry to the touch, free from frost,
moisture, grease, oil, wax, lacquer, paint, or other foreign matter that
would destroy or impair adhesion. Joints shall be enclosed on three
sides.

1\. Ferrous Metals: Clean of rust, mill scale and coatings by wire
brush, grinding, or sandblasting. Remove oils and grease with suitable
solvent.

2\. Wood: Prime it using a product identified by the sealant
manufacturer and apply according to the manufacturer\'s directions.

3\. Primer: Loose particles shall be cleaned out just prior to caulking
and grooves given a uniform coating of primer. Primer shall not be
applied to exposed finish surfaces.

3.2 INSTALLATION AND APPLICATION:

> A. General: Caulking compound shall be compatible with the material to
> and against which it is applied, and shall be of the nonstaining type.
> Application of compound around openings shall include the entire
> perimeter of each opening. Do not disturb sealed joint for 48 hours or
> maufactures recommendation, whichever is longer. The compound shall be
> applied according to the manufacturer\'s written instructions, using a
> caulking gun with a nozzle of proper size to fit the joint width. The
> compound shall be forced into grooves with sufficient pressure to fill
> the joints solidly. Compound shall be uniformly smooth and free of
> wrinkles, and unless indicated otherwise, shall be tooled as necessary
> and left sufficiently convex to result in a flush joint when dry.
> Where the use of a caulking gun is impracticable, suitable hand tools
> may be used.

1\. Interior Caulking: Provide interior caulking at all open joints
exposed on the interior of the building and at interior joints indicated
to receive sealant or caulking.

2\. Exterior Sealant: Provide exterior sealant at joints around the
perimeter of openings and at open joints exposed on the exterior of the
building to provide water and weathertight construction, and at exterior
joints indicated to receive sealant.

3\. Joint Depth: Joints more than 1/2 inch deep shall be filled to
within 1/2 inch of the surface with a non‑adhering backstop.

B. Tooling: When necessary, joint shall be tooled within 10 minutes of
application using a regular caulking tool or a soft‑bristled brush
moistened with solvent.

C. Freshness: Sealants or caulking compound more than 6 months old shall
not be used. The compound shall not be used when it becomes too gelled
to be discharged in a continuous flow from the gun. Modification of the
compound by the addition of liquids, solvents, or powders will not be
permitted.

3.3 SCHEDULE

A. Seal all exterior and interior joints:

1\. Around windows, relights, doors, louvers, and other openings in
walls.

2\. Joints of dissimilar materials.

3\. Horizontal deck joints.

4\. At joints in sheet metal, flashing and trim.

5\. Plumbing fixtures.

6\. Between concrete and sill plates of all walls.

7\. Other locations as detailed or required to make joints water and air
tight.

3.4 CLEANING:

> A. Requirements: Fresh compound that has been accidentally smeared
> shall be scraped off immediately and rubbed clean with a solvent as
> identified by the sealant manufacturer. Remove excess sealant from
> nonporous surfaces before curing by using a commercial solvent. Allow
> porous surfaces‑allow to cure and remove by abrasion or other
> mechanical means. Upon completion of application of compound, remove
> smears, stains, and other soiling.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for
payment.

4.2 BASIS OF PAYMENT:

> A. Payment: No direct payment for the work described under this
> section will be made. The Contractor shall include consideration for
> this item in the bid price under Section 06112, Light Wooden
> Structures Framing, Section 07460, Siding, and Section 08220,
> Fiberglass Doors and Frames.

[PART 1 - GENERAL]{.underline}

1.1 SUMMARY

> A. This Section Includes The Following:
>
> 1\. Furnish all labor, material, and equipment required for the
> removal of existing exterior metal doors and the installation of new
> exterior Fiberglass Reinforced Plastic (FRP) Doors and Fiberglass
> Resin Transfer Molded Door Frames.

1.2 RELATED SECTIONS

> A. Related Sections Include The Following:
>
> 1\. Division 1 -- General Information and Requirements
>
> 2\. Division 1 -- Minor Demolition for Remodeling
>
> 3\. Division 8 - Finish Hardware

1.3 QUALITY ASSURANCE

A.  Doors shall be certified and labeled to meet FBC (Florida Building
    Code) for High Velocity Hurricane Zone (HVHZ) by Warnock Hersey as
    to design pressure ratings.

Certified Design Pressure Ratings Are:

  -------------------- ----------- ------------------------- ------------
                                                             

  PSF Positive         70          PSF Negative              70
  -------------------- ----------- ------------------------- ------------

B.  Referenced Standards

1\. Door Assemblies

a)  Florida Building code (FBC)

b)  International Building/ Residential Codes (I-Codes)

c)  ASTM E 330 Uniform Static Load

d)  ASTM E 1886-97 Impact and Cycling, Large Missile Impact

    e.  ASTM C 518 Heat Transfer

> f\) ASTM D 1761 Mechanical Fasteners

2\. Laminate Properties

a)  ASTM D 882 Tensile Strength

b)  ASTM D 790 Flexural Strength

c)  ASTM D 2583 Barcol Hardness

d)  ASTM D 256 Impact Resistance

e)  ASTM D 792 Density/Specific Gravity Of Laminate

f)  ASTM D 1761 Mechanical Fasteners

g)  ASTM E 84 Surface Burning Characteristics

h)  ASTM G 155 Gel coat Xenon Arc light exposure test

> 3\. Core Properties

a)  ASTM C 177 Thermal Properties

b)  ASTM D 1622 Density/Specific Gravity

c)  ASTM E 84 Surface Burning Characteristics

d)  WDMA TM-10 and TM-5 Firestop ASTM E 152 U.L. 10(b)

> C. Qualifications
>
> 1\. Manufacturer Qualifications: A company specialized in the
> manufacture of fiberglass reinforced plastic (FRP) doors and frames as
> specified herein with a minimum of 25 years documented experience and
> with a record of successful in-service performance for the
> applications as required for this project.
>
> 2\. Installer Qualifications: An experienced installer who has
> completed fiberglass door and frame installations similar in material,
> design, and extent to those indicated and whose work has resulted in
> construction with a record of successful in-service performance.
>
> 3\. Source Limitations: Obtain fiberglass reinforced plastic doors and
> frames through one source fabricated from a single manufacturer,
> including fire rated fiberglass frames.
>
> 4\. Source Limitations: Hardware and accessories for all FRP doors and
> frames, as specified in Section 08710 Finish Hardware, shall be
> provided and installed per instructions by the fiberglass door and
> frame manufacturer.

1.4 SUBMITTALS

> A. Product Technical Data Including:
>
> 1\. Acknowledgment that products submitted meet requirements of
> standards referenced.
>
> 2\. Manufacturer shall provide certificate of compliance with current
> local and federal regulations as it applies to the manufacturing
> process.
>
> 3\. Manufacturer\'s installation instructions.
>
> 4\. Schedule of doors and frames indicating the specific reference
> numbers as used on drawings, door type, frame type, size, handing and
> applicable hardware.
>
> 5\. Details of core and edge construction. Include
> factory-construction specifications.
>
> 6\. Certification of manufacturer\'s qualifications.
>
> B. Submittal Drawings For Customer Approval Shall Be Submitted Prior
> To Manufacture And Will Include The Following Information And
> Formatting.
>
> 1\. Summary door schedule indicating the specific reference numbers as
> used on the drawings, with columns noting door type, frame type, size,
> handing, accessories and hardware.
>
> 2\. A drawing depicting front and rear door elevations showing
> hardware with bill of material for each door.
>
> 3\. Drawing showing dimensional location of each hardware item and
> size of each door.
>
> 4\. Individual part drawing and specifications for each hardware item
> and FRP part or product.
>
> 5\. Construction and mounting detail for each frame type.
>
> C. Samples:
>
> 1\. Provide one door and frame corner section, with faces and edges
> representing typical color and finish. One edge should be exposed for
> view of interior door and frame composition
>
> D. Operation and Maintenance Manual
>
> 1\. Include recommended methods and frequency for maintaining optimum
> condition of fiberglass doors and frames under anticipated traffic and
> use conditions.
>
> 2\. Include one set of final as-built drawings with the same
> requirements as mentioned in Section B above.
>
> 3\. Include certificate of warranty for door and frame listing
> specific door registration numbers.
>
> 4\. Include hardware data sheets and hardware manufacturer\'s
> warranties.

1.5 DELIVERY, STORAGE, AND HANDLING

> A. Each door and frame should be delivered individually crated for
> protection from damage in cardboard containers, clearly marked with
> project information, door location, specific reference number as shown
> on drawings, and shipping information. Each crate should contain all
> fasteners necessary for installation as well as complete installation
> instructions.
>
> B. Doors should be stored in the original container out of inclement
> weather for protection against the elements.

C.  Handle doors pursuant to the manufacturer\'s recommendations as
    posted on outside of crate.

1.6 WARRANTY

> A. Warranty all fiberglass doors and frames for a period of 25 years
> against failure due to corrosion. Additionally, warranty all
> fiberglass doors and frames on materials and workmanship for a period
> of 10 years, including warp, separation or delamination, and expansion
> of the core.

[PART 2 - PRODUCTS]{.underline}

2.1 ACCEPTABLE MANUFACTURERS\
Subject to compliance with the Contract Documents, the following
manufacturers are acceptable:

A. Chem-Pruf Door Co., Ltd., P.O. Box 4560, Brownsville, Texas 78523

Phone: 1-800-444-6924, Fax: 956-544-7943, Website:

www.chem.-pruf.com

B. Substitutions may be considered, provided manufacturer can comply
with

the specifications as written herein.

C. Colors of doors and frames shall be selected by the Contracting
Officer

using the manufacture's standard color choices.

2.2 FRP DOORS

> A. [Doors]{.underline} shall be made of fiberglass reinforced plastic
> (FRP) using chemically proven resins resistant to contaminants
> typically found in the environment for which these specifications are
> written. Doors shall be 1 3/4 inch thick and of flush construction,
> having no seams or cracks. All doors up to 4\'0 x 8\'0 shall have
> equal diagonal measurements with a maximum tolerance of +/- 1/32 inch.
>
> B. [Door Plates]{.underline} shall be minimum 1/8 inch thick, molded
> in one continuous piece, starting with a 25 mil gelcoat of the color
> specified, integrally molded with at least three layers of 1.5 ounce
> per square foot fiberglass mat and one layer of 18 ounce per square
> yard woven roving. This will yield a plate weight of 0.97 lbs per
> square foot at a ratio of 30/70 glass to resin.
>
> C. [Stiles and Rails]{.underline} shall be constructed starting from
> the outside toward the inside, of a 25 mil gel coat of the color
> specified followed by a matrix of at least two layers of 1.5 ounce per
> square foot of fiberglass mat. The stile and rail shall be molded in
> one continuous piece to a U-shaped configuration and to the exact
> dimensions of the door. In this manner there will be no miter joints
> or disparate materials used to form the once-piece stile and rail.
>
> D. [Core]{.underline} material shall be expanded polyurethane foam,
> which completely fills all voids between the door plates. Foam
> properties ASTM E-84 that comply with IBC Code.
>
> E. [Internal Reinforcement]{.underline} shall be #2 SPF of sufficient
> amount to adequately support required hardware and function of same.
>
> F. [Finish]{.underline} of door and frame shall be identical in color
> and finish. At time of manufacture, 25 mil of resin-rich gel coat must
> be integrally molded into both the door and frame. Secondary painting
> to achieve color is not acceptable.

2.3 FRAMES

> A. [Frames]{.underline} shall be fiberglass and manufactured using the
> resin transfer method in closed rigid molds to assure uniformity in
> color and size. Beginning with a minimum 25 mil gel coat and a minimum
> of two layers continuous strand fiberglass mat saturated with resin,
> the frame will be of one-piece construction with molded stop. All
> frame profiles shall have a core material of 2 psf polyurethane foam.
> Metal frames or pultruded fiberglass frames will not be accepted.
>
> B. [Finish]{.underline} of frame shall be identical in color and
> finish to the door. 25 mil resin rich gel coat will be integrally
> molded into the frame at time of manufacture. Secondary painting to
> achieve color is not acceptable.
>
> C. [Jamb/Header]{.underline} connection shall be coped for tight fit.
>
> D. [Internal Reinforcement]{.underline} shall be continuous within the
> structure to allow for mounting of specified hardware. Material shall
> be completely non-organic with a minimum hinge screw holding value of
> 656 lbs. Frame screw holding value to accommodate screw shall be a
> minimum of 1,000 lbs per screw. Documented strength of frame screw
> holding value after third insert must be submitted. Dissimilar
> materials, such as steel, will be deemed unacceptable as reinforcement
> for hardware attachment.
>
> E. [Mortises]{.underline} for hardware shall be accurately machined to
> hold dimensions to +/- 0.010 inch in all three axis.
>
> F. [Hinge]{.underline} pockets shall be accurately machined to
> facilitate heavy duty hinges at all hinge locations, using plastic
> shims when standard weight hinges are used.

2.4 HARDWARE

> A. See Section 08710
>
> B. Due to the special nature of the material in this section, all
> related hardware as specified must be furnished and installed by the
> door and frame manufacturer.

[PART 3 - EXECUTION]{.underline}

3.1 INSTALLATION CONDITIONS

> A. Verification of Conditions
>
> 1\. Openings are correctly prepared to receive doors and frames.
>
> 2\. Openings are correct size and depth in accordance with shop
> drawings
>
> or submittals.
>
> B Installer's Examination
>
> 1\. Have the installer examine conditions under which construction
> activities of this section are to be performed and submit a written
> report if conditions are unacceptable.
>
> 2\. Beginning construction activities in this section after all
> unacceptable conditions have been corrected.

3.2 INSTALLATION

> A. Install door-opening assemblies in accordance with shop drawings
> and manufacturer's printed installation instructions, using
> installation methods and materials specified in installation
> instructions.
>
> B. Field alteration of doors or frames to accommodate field conditions
> is not allowed.
>
> A. Site tolerances: Maintain plumb and level tolerance specified in
> manufacturer's printed installation instructions.

3.3 ADJUSTING

> A. Adjust doors in accordance with door manufacturer's maintenance
> instructions to swing open and shut without binding and to remain in
> place at any angle without being moved by gravitational influence.
>
> B. Adjust door hardware to operate correctly in accordance with
> hardware manufacturer's maintenance instructions.

3.4 CLEANING

> A. Clean surfaces of door opening assemblies and exposed door hardware
> in accordance with respective manufacturer's maintenance instructions.

3.5 PROTECTION OF INSTALLED PRODUCTS

> A. Protect door opening assemblies and door hardware from damage by
> subsequent construction activities until final inspection.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured for
payment.

4.2 BASIS OF PAYMENT

A. Payment: Payment will be made at the Contract price, as indicated in
the Schedule of Items, and will include full compensation for the work
described in the Contract. Payment will be made under:

[Pay Item]{.underline} [Pay Unit]{.underline}

08220(01) Remove all exterior doors Each

and frames and install new FRP doors

and frames.

[PART 1: GENERAL]{.underline}

1.1 SUMMARY

> A. The work of this section consists of the following:
>
> 1\. Provide complete finish hardware for new doors in accordance with
> the drawings specifications, and schedule.
>
> 2\. Furnishing items of proper design for use of doors and frames of
> the thicknesses, profile, swing, security and similar requirements
> indicated, as necessary for proper installation and function.
>
> 3\. All door hardware shall be compatible with the doors and frames
> specified in this contract per the door/frame manufacture.
>
> 4\. Furnishing items not specifically mentioned, but necessary to
> complete the work. These are to match quality and finish of the items
> specified.
>
> B. Related Sections
>
> 1\. Coordinate related requirements and work specified in other parts
> of the project, including but not limited to the following:
>
> Section 1009 General Information and Requirements
>
> Section 8220 Doors and Frames

1.2 Definition:

1\. Finish hardware is defined to include all items known commercially

as builders\' hardware required for swinging doors.

2\. Work of this Section is also defined as the full complement of

hardware as required by all applicable codes and for doors subject

to use by persons with disabilities, whether or not specifically

indicated. All items specified this Section is to be furnished by

a factory-authorized supplier maintaining parts, stocks, and

services for specified standard items.

1.3 SUBMITTALS

> A. As specified in Section 01009.
>
> B. Hardware Schedule: Show item number, manufacturer, symbols and
> finish, kind, size, and hand of door, frame dimensions, and mounting
> heights for door knobs, push and pull bars, hinges, and related items.
>
> C. Templates: After hardware schedule has been approved, furnish
> templates as soon as possible.
>
> D. Hardware schedules are required for coordinating the work:
>
> 1\. Within 21 days after receipt of contract submit three (3) copies
> of
>
> completely detailed schedule. Provide catalog cuts for all items
> different from those specified in the Hardware Groups.
>
> 2\. Review and acceptance by the Contracting Officer or Government
>
> does not relieve the contractor of his exclusive responsibility to
>
> fulfill the requirements as shown and specified.
>
> 3\. Promptly incorporate corrections and changes in the first
>
> submittal and return two copies of the revised schedule to the
>
> Contracting Officer.
>
> 4\. Acceptance of schedule does not relieve Contractor of
> responsibility
>
> for errors or omissions.

E. Format of Schedule:

1\. List hardware schedule for each door opening separately, in door

schedule sequence, and in vertical form. Do not prepare in coded

horizontal manner. The following is an example of the required

format:

HW1

One sgl dr 101 corridor 100 fr Classroom 101 LH 90

3-0 x 7-0 x 1 3/4 W x HM 20 min.

3 ea Butts BB179 US26D 4 112 x 4 112

1 ea Lockset L9050 x 06A 626

1 ea Closer 4111 Alum x SNB

1 ea Wall stop 50C US26D

1 ea Kickplate B3EKP 10 x 34 630

1 set Gasket 797B 17\'

F. Operation and Maintenance Data: Submit available sets of catalogs and

maintenance manuals for-exit devices, locksets, closers, and catalog

cuts with manufacturers names, address, and phone numbers noted.

G. Keying Schedule:

1\. After receipt of the approved finish hardware schedule, the

hardware supplier shall prepare a keying schedule. The keying

schedule shall then be discussed with the Contracting Officer to insure
all locksets are functionally correct and keying fulfills the desires of
the Project Owners. Copies of the

proposed keying schedule shall be given to the Contracting Officer with
all corrections inserted into the proposed schedule.

2\. As soon as possible after the key conference, typed copies of the

keying schedule shall be sent to the Contracting Officer.

1.4 QUALITY ASSURANCE

A. Supplier Qualifications:

1\. To be Specialist.

a\. To be recognized distributor furnishing hardware in the same area as
project: 5 years minimum.

b\. To be staffed with qualified consultants and locksmiths available at
all reasonable times during construction to meet with the Contracting
Officer, and contractor for hardware or keying problems.

c\. To be a firm maintaining stock and parts inventory of all standard
items supplied for future service to the Contracting Officer.

B. Authorized Representatives for door closers and locksets are to
inspect and adjust their hardware.

C. Regulatory Requirements:

1\. Especially pay attention to requirements of The Americans with
Disabilities Act (ADA), current requirements, and its \"Accessibility
Guidelines\" (ADAAC) for products and installations of this section.

2\. Current requirements of State Fire Marshal as applicable. Hardware
shall be installed on all fire doors or frames according to NFPA 80.

1.5 PRODUCT HANDLING

A. Inventory hardware jointly with Contractor and representatives of the
Hardware Supplier until both parties are satisfied that the count is
correct.

B. Packaging:

1\. Mark all packages in accordance with approved hardware schedule; all
items packed in original factory shipping cartons.

2\. Mark each hardware item with description and installation location
in accordance with approved Hardware Schedule. Deliver packaged hardware
items at proper times to proper locations (shop or project site) for
installation.

C. Storage: Store in protected location UNDER LOCK AND KEY. Hardware

storeroom shall be kept dry for the protection of the hardware.

D. Handling: Take care to protect finishes.

1.6 WARRANTY

A. Guarantee closers in this Section against ordinary wear and usage for
5

years from date of substantial completion. This is an extension of the

normal one-year guarantee called for in Section 1009 General Information
and Requirements.

1.7 CLOSEOUT SUBMITTALS

> A. Operating Tools: Furnish adjusting tools.
>
> B. Keys: Stamp keys for identification and deliver to Contracting
> Officer. Furnish two keys for each lock. The use of final keys will
> not be permitted during construction.
>
> D. Operation and maintenance data for review and approval.
>
> 1\. Manufacturer\'s operation and maintenance data for hardware.
>
> 2\. A final typed finish hardware schedule that includes any
> corrections and changes to the submittal schedule.

[PART 2: PRODUCTS]{.underline}

2.1 MANUFACTURERS

> A. Model numbers of the following manufacturers have been selected
> based on style and function. Other manufacturer\'s products may be
> used if they are approved as equal and meet the requirements of the
> Uniform Federal Accessibility Standards.

2.2 HARDWARE FINISH

A. Finishes for hardware items specified are as follows. Exceptions are
noted in the hardware groups:

BUTTS US26D (Chrome-Plated dull)

CONCEALED HINGES US26D

CONTINUOUS HINGES US32D (Dull stainless steel)

LOCKSETS US26D

PUSH/PULLS US32D

EXIT DEVICES US32D

CLOSERS Powder coated (color as selected)

KICKPLATES US32D

THRESHOLDS Aluminum

Miscellaneous US26D

2.3 BUTTS & TEE HINGES

A. Manufacturer Listed: Stanley

Manufacturers Approved: Hager, Mckinney

B. Size:

3\'0 and under - 4-1/2 X 4-1/2 except as required for 180 degree swing.

3\'1 and over - 5 X 4-1/2 except as required for 180 degree swing.

C. Type:

As listed

D. Quantity:

3 each up to and including 90\" in height

4 each over 90\" in height

E. For unusual size or weight doors, furnish type, size, and quantity
recommended by butt manufacturer.

F. All exterior out-swinging doors to have non-removable pins (NRP set
screw in barrel).

2.4 LOCKSETS, PADLOCKS & CABINET LOCKS

A. Manufacturer Listed: Schlage

Manufacturers Approved: Best, Corbin Russwin, Sargent

B. Design: Lever - 02A

C. Backset: 2 3/4\"

D. Mortise Locksets: All locksets and latchsets shall be the product of

one manufacture. All locksets and latchsets shall be heavy duty mortise
type U.L. approved for use on fire doors and 3/4\" antifriction
latchbolt. Functions as indicated in the hardware groups. Provide curved
lip strikes. Deadbolt functions shall be 1\" projection.

E. Locksets and latchsets shall be furnished with sufficient strike lip
to protect trim. (note: 3/4\" latchbolts require 3/4\" minimum clearance
for trim, otherwise extended lip strikes must be furnished).

F. All locks shall have wrought box strikes.

G. All lock cylinders shall have interchangeable cores.

2.5 EXIT DEVICES

A. Manufacturer Listed: Von Duprin

Matuf\'acturers Approved: None

B. Provide as specified in hardware groups.

2.6 PUSHES & PULLS

A. Manufacturer Listed: Tice Industries

Manufacturers Approved: Quality. BBW

B. Ease all edges to be free of sharp edges

C. For sizes and types refer to hardware groups.

2.7 DOOR CLOSERS, SURFACE

A. Manufacturer Listed: LCN

Manufacturers Approved: Norton

B. Furnish drop plates where required.

C. Furnish hex nuts and bolts for all doors.

D. Provide as specified in hardware groups.

E. Closers shall have a ten year warrantee.

2.8 STOPS

A. Manufacturer Listed: Glynn Johnson.

Manufacturers Approved: Quality, EBW

B. Where wall stops are specified, but cannot be used, substitute floor
stop. If a wall stop or floor stop cannot be used, advise the architect
of the specified door during submittal process. Provide proper height
floor stops to suit conditions. Contractor to provide solid backing for
all wall mounted stops.

KICK PLATES

A. Manufacturer Listed: Tice Industries

Manufacturers Approved: Quality, BBW

B. Type: As listed.

C. Size: All plates shall be 2\" less than door width on push side
except pairs of doors shall be 1\" less than door width. All plates
shall be 1\" less than door width on pull side. When any plates are used
in conjunction with vertical rod exit devices, modify width as
necessary.

1\. Kickplates shall be 10\" in height.

2.9 GASKET, THRESHOLDS, SWEEPS, & ASTRAGALS

A. Manufacturer Listed: Reese

Manufacturers Approved: Pemko, National Guard

B. Types as specified in hardware groups.

2.10 DOOR SILENCERS

A. Manufacturer Listed: Glynn Johnson.

B. Quantity: Furnish three (3) for each single door frame, and four (4)
for each pair of door frames.

C. Type: 64 or 65.

2.11 FLUSHBOLTS & DUSTPROOF STRIKES

A. Manufacturer Listed: Glynn Johnson.

Manufacturers Approved: Ives, Quality

B. Types as specified in hardware groups.

2.12 SIGNS

A. Manufacturer Listed: Florenclif

B. Reuse the existing signs on the doors to be replaced. Carefully
removed the existing sign and install it on the new door, otherwise
provide the types as specified in hardware groups.

2.13 SLOTTED SCREW BUMPERS

A. Manufacturer Listed: Kirkhill

B. Types as specified in hardware groups.

2.14 SURFACE BOLTS

A. Manufacturer Listed: Ives

B. Types as specified in hardware groups.

2.15 KEYING

A. All keyed cylinders shall match the existing masterkey system and
shall be further keyed as instructed by the Contract Officer.

B. Upon receipt of approved hardware schedule, arrange interview between
hardware supplier and Contracting Officer to obtain necessary keying
information.

C. Submit 3 copies of keying schedule indicating door numbers in
numerical or alphabetical sequence, lock function number, and its
particular keying. Obtain approval before proceeding.

D. Furnish all cylinders construction masterkeyed with six operating
keys. At the time of project completion the hardware distributor shall
activate the permanent key system and turn over the permanent keys to
the Contract Officer.

E. All cylinder items shall be furnished with visual key control with
key code stamped on the face of the keys and marked on the back or side
of the cylinders. Example: AAI. AA2, etc.

2.16 KEY QUANTITIES

A. Keys shall be furnished in quantities as follows:

4 each Grand Masterkey\'s

6 each Masterkey\'s

6 each Construction keys

2 each Control keys

20 each Change keys per key group

2.17 CONTINUOUS HINGES & CONCEALED HINGES

A. Manufacturer Listed: Markar & Soss

Manufacturers Approved: None.

2.18 HARDWARE GROUPS

A. Refer to door schedule and related information concerning following
hardware groups.

[HW31]{.underline}

Butts BB191

1 ea Lockset L9456R (corridor/exit)

1 ea Closer 4110 series

1 ea Wall STOP 50C

2 ea Kickplate B3EKP (630)

1 ea Threshold S405A MS & ES -- Use existing threshold

1 ea Door sweep 323C

1 set Gasket DS70C (Head & Jambs)

[HW33]{.underline}

Butts BB179

1 ea Lockset L9456R (corridor/exit)

1 ea Closer 4010 series

2 ea Kickplate B3EKP (630)

1 ea Wall Stop 50C

1 ea Threshold S405A MS & ES -- Use existing threshold

1 ea Door sweep 323C

1 set Gasket DS70C (Head & Jambs)

[HW35]{.underline}

Butts 191

1 ea Lockset L9456R (corridor/exit)

2 ea Flushbolts FB6

1 ea Dustproof strike DP2

2 ea Overhead stop GJIOOS series

1 ea Threshold S405A MS & ES -- Use existing threshold

2 ea Door sweep 323C

1 set Gasket DS70C (Head & Jambs)

[HW38]{.underline}

Butts BB191

1 ea Lockset L9456R (corridor/exit)

2 ea Closer 4111

2 ea Flushbolts FB6

1 ea Dustproof strike DP2

2 ea Wallstop 50C

4 ea Kickplate B3EKP (630)

1 ea Threshold S405A MS & ES -- Use existing threshold

2 ea Door sweep 323C

1 set Gasket DS70C (Head & Jambs)

2 pc Meeting stile gasket 807C

[PART 3: EXECUTION]{.underline}

3.1 INSTALLATION

A. All hardware shall be installed by carpenter/mechanics skilled in the
application of institutional grade hardware.

B. Unless a conflict arises the following are standard mounting heights
on some products. If a question or conflict should arise, the hardware
supplier, if requested, shall assist the contractor and architect in
determining mounting heights. Use heights from the existing doors as a
guide.

All measurements are from finish floor except top butt.

BUTTS Top 11 3/4\" center of butt to top of door

Intermediate equal distance between top and bottom butts.

Bottom 13\" center of butt

KNOB LOCKS 40 5/16\" to center of strike

DEADLOCKS 48\" to center of strike

EXIT DEVICES 40 5/16\" to center of strike

PUSH PLATES 45\" to center

PULL PLATES 42\" to center

DOOR CLOSERS as per manufacturer's instructions

3.2 PROTECTION

A. Protect all exposed hardware surfaces during the construction period
from damage to products and finishes.

3.3 ADJUSTING AND CLEANING

A. Hardware shall be adjusted for correct operation.

B. After installation of hardware and before the building is accepted
contractor shall inspect the installation and certify that the hardware
is correctly installed in accordance with the manufacturers
recommendations. Hardware installer shall make any necessary
adjustments.

C. Leave installation and areas clean and free from residue of work of
this section.

3.4 SCHEDULES

A. After completion of the project, furnish 3 copies of the as built
finish hardware schedule, including keying information, to the
Contracting Officer.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

> A. Units: The work described in this section will not be measured for
> payment.

4.2 BASIS OF PAYMENT

> A. Payment: No direct payment for the work described under this
> section will be made. Consideration for this item shall be included in
> the bid price under Section 08220, Fiberglass Doors and Frames.

[PART 1: GENERAL]{.underline}

1.1 SUMMARY:

A. Section Includes: Furnishing and installing paint and preparatory
work. The intent of this section is that surfaces, not finished by the
manufacturer with a final finish, shall be finished, unless noted
otherwise.

1.2 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General
Information and Requirements.

B. Certificates of Conformance: Submit three copies of the written
certification from paint manufacturer that the paint to be used on this
project conforms to the requirements of this specification section.

C. Manufacturer\'s instructions: Submit three copies of manufacturer\'s
written instructions describing recommended preparation of surfaces to
be coated and mixing and application instructions for the coatings to be
applied.

1.3 QUALITY ASSURANCE:

A. Installer Qualifications: Experienced with painting and surface
preparation as necessary and appropriate to the complexity of the work
involved.

B. Labeling Requirements: Provide best quality grade of each type of
coating as regularly manufactured by acceptable paint materials\'
manufacturers for identified site conditions. Materials not displaying
manufacturer\'s identification as a standard, best-grade product will
not be acceptable.

C. Product Uniformity: Provide primers and other undercoat paint
produced by the same manufacturer as finish coats. Use only thinners
approved by paint manufacturer, and use only in accordance with
manufacturer\'s written instructions.

D. Failure Criteria: Not limited to the following:

> 1\. Blistering, flaking, peeling of paint from substrate.
>
> 2\. Rust surfacing through paint film.
>
> 3\. Excessive fading or chalking of surface.

1.4 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: Paint materials shall be delivered to the job in unopened
containers bearing the manufacturer\'s label and color number. Such
material shall be used without adulteration and only with such thinning
as called for in the manufacturer\'s directions. Ascertain that paints
received in the field are acceptable under the requirements of the
specifications: that they are properly mixed and thinned (where
allowed); that colors are within the required limits.

B. Storage: Paints and thinners shall be stored at a minimum ambient
temperature of 45 degrees F recommendations, in areas or structures that
are well ventilated and not subject to excessive heat, open flames,
electrical discharge, or direct rays of the sun. Receiving, opening, and
mixing of painting materials shall be done in this area. Materials that
are susceptible to damage at low temperatures shall be stored in heated
areas. Paint containers shall remain unopened until needed and the
oldest shall be used first. Paints that have livered, gelled or
otherwise deteriorated during storage shall not be used.

1.5 PROJECT AND SITE CONDITIONS:

A. Environmental Conditions: Unless stated otherwise, the minimum
acceptable ambient temperatures shall be 45 degrees F, or manufacture's
recommendations, for paint application. For latex paints, minimum
temperature for exterior work is 50 degrees F, or manufacture's
recommendations. Do not paint over ice or frost. When ambient
temperature rises above 90 degrees F, paint only portions of the
building which are, and will remain, in the shade for one hour.

B. Exterior Painting: Painting shall not be undertaken in rain, snow,
fog or mist, or when the temperature of the surface is below the
dewpoint. Wet surfaces shall not be painted unless the coatings are
designed for that condition. Discontinue or do not start painting when
the relative humidity is over 85 percent.

> 1\. When paint must be applied in damp or cold weather, the surface
> shall be painted under protective cover from the weather, and the
> surface shall be heated to a temperature meeting the requirements
> above. The surface should remain under cover until dry or until
> weather conditions permit its exposure to the open.

1.6 SEQUENCING AND SCHEDULING:

A. General: Allow sufficient time between successive coatings to permit
proper drying. Do not recoat until paint has dried to where it feels
firm, does not deform or feel sticky under moderate thumb pressure and
application of anchor coat of paint does not cause lifting or loss of
adhesion of the undercoat.

1.7 MAINTENANCE:

A. Extra Materials: Provide 1 new and unopened gallon of the finish
paint used on this project to the Contracting Officer for maintenance
touch-up.

[PART 2: PRODUCTS]{.underline}

2.1 MATERIALS:

A. Paint: As designated in the schedule below. All paint material shall
be by the same manufacturer.

B. Exterior Paint: Equal to Miller Paint, Premium Quality 100% Acrylic
7500 series Acrilite SemiGloss, 2 coats.

C. Interior Paint: Plywood interior walls of Maintenance Building -
Equal to:

1\. Primer: Moorcraft Exterior Alkyd Primer #176

2\. Finish: Moorcraft Vinyl Acrylic Latex Exterior House Paint #171, 2
coats.

2.2 PAINT SCHEDULE:

> [Item to Receive Product]{.underline} [Coating]{.underline}
> [Color]{.underline}
>
> Exterior Siding, Trim and Battens 2 coats Acrylic Paint Green to match
> existing color
>
> Interior Plywood Walls 1 coat Exterior White to match existing color

Alkyd Primer

2 coats Acrylic White to match existing color

Acrylic Latex Exterior

2.2 ACCESSORIES:

A. Sprayers: Airless spray:

> 1\. The equipment shall be suitable for the intended purpose, capable
> of properly atomizing the paint to be applied, and be equipped with
> suitable pressure regulators and gauges. The equipment shall be kept
> in a suitably-clean condition to permit proper paint application
> without depositing dirt, dried paint, and other foreign materials in
> the film. Solvents left in the equipment shall be completely removed
> before applying paint to the surface being painted.
>
> 2\. Spray equipment shall be properly grounded.

B. Brushes: When flat brushes are used, they shall not exceed 102 mm
(4 inches) in width. The bristle length shall be no less than 89 mm
(3 1/2 inches).

C. Rollers: Nap as identified and recommended by paint manufacturer.

2.3 MIXES:

A. Factory Tinting: Standard colors shall be factory tinted and shall
not be tinted at the jobsite.

B. Mixing of Paints: Paints shall be thoroughly and completely mixed
before use and agitated often enough during application to ensure
homogeneity. Paints shall be mixed in original containers. Pigmented
paints shall be strained after mixing to ensure homogeneity and to
remove skins and foreign matter. The strainers shall be of a type to
remove only skins, and foreign matter, but not to remove pigment. Paint
shall not remain in painters\' buckets, and spray pots overnight, but be
gathered into a container and remixed before use. Containers shall be
covered when not in use, to reduce volatile losses and skinning.

[PART 3: EXECUTION]{.underline}

3.1 EXAMINATION:

A. Verification of Conditions: The Contractor shall examine surfaces to
be painted and verify that the work of other trades is in satisfactory
condition to receive specified finish. Do not paint over dirt, rust,
scale, grease, moisture, scuffed surfaces, or conditions otherwise
detrimental to formation of a durable paint film.

3.2 PREPARATION:

A. Protection: Contractor shall ensure that proper precautions have been
taken to prevent damage to adjacent areas from cleaning and painting
operations.

> 1\. Protective covers or drop cloths shall protect floors. Care shall
> be taken to prevent splattering of paint on surfaces which are not to
> be painted. Splattered paint shall be corrected to the satisfaction of
> the Contracting Officer.
>
> 2\. Protect adjacent work and material by suitable covering or other
> method during the progress of the work.
>
> 3\. Protect exterior materials from staining and water damage prior to
> painting or staining. Protect exterior painted work from damage.
>
> 4\. Paint shall be sharply cut to lines.

B. Surface Preparation: Before application of paint, surfaces to be
coated shall be thoroughly cleaned and properly prepared to the
requirements of the specification. Dust, dirt, oil, grease, moisture,
rust, smoke, soot, tars, bitumens, or other contaminants shall be
removed from unpainted surfaces. Minimum treatment shall be as follows:

> 1\. The cleanliness of surfaces shall be approved by the Contracting
> Officer before application of paint. The Contractor shall warranty the
> paint adherence, for the warranty period, regardless of the surface
> cleanliness approval.

3.3 APPLICATION:

A. General: Paint coatings shall be applied, undiluted, except as noted;
each coat shall have the mil thickness specified by the manufacturer for
the product in question.

B. Priming: Shall be cured before application of finish coats is begun.

C. Every coat of the paint system shall be applied over dry, soil-free
surfaces and previous coats shall be free from mechanical damage.

D. Pigmented Finish Procedure: Where multiple coats of pigmented finish
are used, each preceding coat shall differ slightly from the next
succeeding coat but shall be of the same hue.

> 1\. Distribute finish paint to an even and fine texture. Leave no
> evidence of brush marks, drips or rolling such as laps, irregularity
> in texture, skid marks, or other surface imperfections.
>
> 2\. Completely cover with pigmented paint to provide an opaque, smooth
> surface of uniform finish, color, appearance, and coverage.
> Cloudiness, spotting, holidays, laps, brush marks, runs, sags,
> ropiness, or other surface imperfections will no be acceptable.

E. Spray and Brush Painting: Paint ingredients shall be kept properly
mixed in spray pots or containers during paint application, either by
continuous mechanical agitation or by intermittent agitation. Paint
shall be applied in a uniform layer, with overlapping at the edge of the
spray pattern. The spray pattern shall be adjusted so that the paint is
deposited uniformly. During application, the gun shall be held at right
angles (perpendicular) to the surface, and at a distance that will
ensure that a wet layer of paint is deposited on the surface. The
trigger of the gun shall be released at the end of each stroke. After
spraying surfaces, back roll immediately, using a suitable roller. Back
brushing with a suitable brush may be used in areas were a roller will
not fit. Runs, sags, or curtains shall be brushed out immediately, or
the paint shall be removed and these areas repainted.

> 1\. Brush striping will be required in areas inaccessible to the spray
> gun and these surfaces shall be painted by brush or sheepskin daubers
> and brushes used to work paint into cracks, crevices, and blind spots
> that are not adequately painted by spray.
>
> 2\. Painting by brush shall be done in a neat, workmanlike manner to
> produce a smooth coat as uniform in thickness as possible. Paint shall
> be worked into irregularities in the surface, crevices, and corners.
> Runs, sags, or curtains shall be brushed out. Surfaces that are
> inaccessible for painting with brushes and on which spraying is not
> permitted shall have paint applied by means of sheepskin daubers. When
> flat brushes are used, they shall not exceed 102 mm (4 inches) in
> width. The bristle length shall be no less than 89 mm (3-1/2 inches).
> When not in use, the brushes shall be kept in a clean, acceptable
> condition.

3.4 CLEANING:

A. General: Paint spots, oil, or stains shall be removed from adjacent
surfaces.

B. Removal: Upon completion of the work, staging, scaffolding, and
containers shall be removed from the project.

C. Damaged Areas: Paint exposed to freezing, excessive humidity, rain,
snow, or condensation shall be permitted to dry. Damaged areas of paint
shall then be removed, the surface again prepared and painted with the
same number of coats of paint of the same kind as the undamaged area.

D. Scheduling: Cleaning and painting shall be so scheduled that dust and
other contaminants from the cleaning process will not fall on wet, newly
painted surfaces.

E. Fire Hazards: Clothes and waste which would constitute a fire hazard
shall be removed from the project daily.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for
payment.

4.2 BASIS OF PAYMENT:

> A. Payment: No direct payment for the work described under this
> section will be made. Contractor shall include consideration for this
> item in the bid price under Section 07460, Siding.

[PART 1: GENERAL]{.underline}

1.01 SUMMARY:

A. Section Includes: Providing and installing new metal louvers and
vents to match the existing louvers and vents found on the Maintenance
Building. The new louvers and vents shall be made of aluminum with
stainless steel screens.

1.02 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General
Information and Requirements.

B. Manufacturer\'s Literature: Submit 3 copies of the manufacturer\'s
descriptive data for the items to be used on this project.

C. Shop Drawings: Submit 3 copies of shop drawings of specified louvers
to be used on this project. Drawings shall indicate head, jamb and sill
conditions including opening dimensions, sealant, screening, anchorage
of louver in opening and any other features necessary to show a complete
installation.

1.03 QUALITY ASSURANCE:

A. Failure Criteria: Not limited to the following:

1\. Louver loosening from mounting for any reason.

2\. Finish of louver discoloring.

3\. Individual louver blades becoming displaced within frame and loose
from frame.

1.04 DELIVERY, STORAGE AND HANDLING:

A. Delivery and Storage: Deliver and store louvers in original packaging
in a protected dry location until ready for incorporation into the
project.

B. Protection and Cleaning: The Contractor shall protect the aluminum
materials and finish against damage from construction activities and
harmful substances. Delay removal of protective masking or other
coatings until necessary to expedite construction procedures.

[PART 2: PRODUCTS]{.underline}

2.01 MATERIALS:

A. Attic Vent Units: Aluminum vents shall be 8" x 8" vents, 24 square
inch free area, to replace the existing attic vents on the front and
back of the Maintenance Building, along the roof line and shall be
complete with exterior louver and stainless steel insect screen. See
building elevation drawings.

1\. Top and bottom front edges shall be continuously sloped to drain.
Bottom member shall have a positive drainage feature and waterstop
rainhook at the rear edge.

B. Stationary Louvers: Match the existing louvers, two on the front, and
one on the back of the Maintenance Building. Top and bottom front edges
shall be continuously sloped to drain. 4" deep louvers with "S" blades,
all welded assembly. Bottom member shall have a positive drainage
feature and waterstop rainhook at the rear edge. Louvers shall be
constructed of extruded aluminum with 201 R1 anodized finish and
stainless steel insect screen.

C. Blades: All blades shall overlap, be tilted to 45 degrees, and be
extruded.

D. Sealant: See Section 07920 ‑ Sealants and Caulking.

[PART 3: EXECUTION]{.underline}

3.01 PREPARATION:

A. General: Clean aluminum surfaces as recommended by the manufacturer
for the type finish supplied.

3.02 INSTALLATION:

A. Placement: Contractor shall build‑in louvers and vents plumb, square,
level and in the location and alignment as shown on the drawings to
replace the existing louvers and vents. Louvers and vents shall be
securely installed according to the manufacturer\'s directions.

B. Walls: Accurately locate louvers and vents to fit and closely match
the location of the existing louvers and vents

C. Completely seal louvers and vents in exterior walls to adjacent
materials using sealant specified above.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for
payment.

4.02 BASIS OF PAYMENT:

> A. Payment: No direct payment for the work described under this
> section will be made. Contractor shall include consideration for this
> item in the bid price under Section 06112, Light Wooden Structures
> Framing, and Section 07460, Siding.