DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 061000 – Rough Carpentry & Timber………………………………………………………………………………………………… 7 061200 – Wood Shingle Siding…………………………………………………………………………………………………….……. 7 061040 – Wood Restoration…………………………………………………………………………………………………………….. 5 061533 – Wood Patio Decking & Rails………………………………………………………………………………………………. 4 061516 – Wood Roof Decking………………………………………………………………………………………….………………. 2 061600 – Sheathing……………………………………………………………..………………………….……….………….…………… 3 062013 – Exterior Finish Carpentry………………………………………………………………………………..…………..….…. 3 062023 – Interior Finish Carpentry…………………………………………………………..…….…………………………………. 3 O64113 – Wood-Veneer-Faced Architectural Cabinets…………………………………………………………………..…. 5 064214 – Stile and Rail Wood Paneling…………………………………………………………………………………..…………. 4

SECTION 061000 – ROUGH CARPENTRY AND TIMBER

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 INCLUDED IN THIS SECTION

A. Exposure, structural reinforcement and repair of wooden framing members, timbers and sills.

B. Installation of new wooden framing members

1.3 RELATED SECTIONS

A. Section 322000 - Temporary Shoring and Bracing.

B. Section 051000 - Structural Steel

1.4 REFERENCES

A. ALSC (American Lumber Standards Committee) - Softwood Lumber Standards.

B. ASTM (American Society of Testing and Materials) D245 - Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber.

C. AWPA (American Wood Preservers Association) C1 - All Timber Products - Preservative Treatment by Pressure Process.

D. MWPA (Massachusetts Wood Producers Association) - Grading Rules.

E. MSBBRS (Massachusetts State Board of Building Regulations and Standards) - Grading Agency Certification.

F. NELMA (Northeast Lumber Manufacturer's Association) - Grading Rules.

G. NFPA (National Forest Products Association).

H. NLGA (National Lumber Grades Authority).

I. NSLB (Northern Softwood Lumber Bureau) - Grading Rules.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -1 J. SPIB (Southern Pine Inspection Bureau).

K. WCLIB (West Coast Lumber Inspection Bureau).

L. WWPA (Western Wood Products Association).

M. Timber Framer's Guild of North America - Recommended Standard Practice.

1.5 SUBMITTALS

A. Submit the following items to the Engineer for review:

1. Product Data sheets for standard hangers and supports. 2. Shop drawings for heavy timber members with joinery details. 3. Grading certification for remanufactured and new timber products.

1.6 QUALITY CONTROL

A. Comply with all referenced standards for the products employed.

B. Coordinate times of Engineer’s Special Inspections and keep Architect abreast of progress of work.

C. All work shall be performed by Timber Framers who can demonstrate at least five years of experience performing this type of work in responsible charge.

PART 2 - PRODUCTS

2.1 DIMENSIONAL LUMBER

A. Lumber Grading Rules: NELMA, NFPA, RIS, SPIB, WCLIB or WWPA.

B. Beam, Joist & Rafter Framing: SPF Species, 1 or 2 grade, size as per drawings, 19 percent maximum moisture content.

C. Non-structural Light Framing: SPF Species, 2 grade, size as per drawings, 19 percent maximum moisture content.

D. Studding and Blocking: SPF Species, stud grade, size as per drawings, 19 percent maximum moisture content.

E. Pressure Treated Lumber (P/T) shall be Southern Yellow Pine #1 or #2, pressure preservative treated with a minimum retention of 0.6 pcf of CCA. Moisture content in post-treated, to-be- installed condition shall not exceed 19%.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -2 2.2 MANUFACTURED WOOD PRODUCTS (only where specified)

A. Provide the following manufactured wood products or approved equivalents:

1. Laminated Veneer Lumber (LVL): "Microllam" as manufactured by Trus-Joist Macmillan, or approved Equal. Fb=2600 psi, E=1,900,000 psi, Fct=750 psi, Fcii=2310 psi, Fv=285 psi. 2. Parallel Strand Lumber (PSL) shall be "Parallam" as manufactured by Trus-Joist Macmillan, or approved Equal - Fb=2900 psi, E=2,000,000 psi, Fct=650 psi, Fcii=2900 psi, Fv=290 psi.

2.3 ROUGH SAWN LUMBER AND HEAVY TIMBER MATERIALS

A. Timbers, Posts, Studs and Joists: Seasoned White Oak Timbers free of visible checks and shakes meeting the applicable grading requirements of No. 2 grade "White Oak" in accordance with the Northeast Lumber Manufacturer's Association (NELMA) grading rules.

B. Replacement Sheathing and Decking Boards shall be Rough-Sawn Boards of thickness similar to the existing and meeting the grading requirements of "No. 2" grade "Eastern Softwoods" in accordance with the Northeast Lumber Manufacturer's Association (NELMA) and/or Northern Softwood Lumber Bureau (NSLB) grading rules. Boards shall be of similar width, length and joint and species type to the existing boards.

C. All rough sawn lumber and timber products shall be graded by their producers in accordance with NELMA grading standards (along with grade stamp and/or certificate) before arriving on site.

2.4 MISCELLANEOUS FASTENERS, CONNECTORS AND WOOD PRESERVATIVE

A. Provide standard attachment hardware consisting of nails, bolts, screws and standard fittings as noted on the drawings and as required. Hardware for rough carpentry shall be as follows:

1. Bolts and Nuts: AISI / ASME Standard B18.2.1 2. Lag Screws: AISI / ASME Standard B18.6.1 3. Steel Washer Plates: Same as above or ASTM A36 for custom sizes. 4. Spikes: Galvanized, hardened steel conforming to Federal Specification FF-N-105B. 5. Standard Connectors (where specified or allowed): Items as manufactured by the Simpson Strong-Tie Company of San Leandro, CA, or approved equal. 6. Shear Plates: Hot Rolled Pressed Steel Type Satisfying SAE Standard 1010. 7. Exposed Nails shall be cut type manufactured from flat steel sheets with wider, flattened pressed heads. Color shall be black.

B. Provide non-standard attachment hardware as detailed on the drawings in accordance with Section 05500.

C. Wood Preservative shall be Boracare manufactured by the Nisus Corporation of Rockford, TN or equivalent boric acid solution.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -3 D. Internal wood preservative shall be Impel Rods as distributed by Wood Care Systems of Kirkland, WA.

PART 3 - EXECUTION

3.1 EXPOSURE AND INSPECTION OF EXISTING SILL AND EXTERIOR WALL FRAMING

A. Carefully remove siding along designated locations to a distance of not less than 2" beyond sheathing boards that cover the existing sill timbers. Carefully remove these sheathing boards to expose the main sill timber behind them as well as 4" to 6" of the perpendicular studs and posts above for inspection. Safely store re-useable sheathing boards on site in a dry, secure place for reinstallation.

1. Where necessary, remove interior and/or exterior moldings and replaceable finishes that cover members or areas designated to be removed or exposed. All molding and replaceable finishes shall be photo-documented in place and tagged by location and safely stored in a dry, secure place on or off site for reinstallation. 2. Photo-document, tag and remove finished flooring and subflooring where necessary. Safely store finished flooring boards on site in a dry, secure place for reinstallation.

B. Carefully inspect exposed timbers looking for signs of insect damage and rot fungus.

1. Mark sill timbers that have been damaged more deeply than 2” depth from surface for removal and replacement. 2. Mark studs with bottom damage of less than 6” vertical height for dutchman repair and side scabbing. 3. Mark studs with greater than 6” vertical height of damage for review by Engineer. 4. Mark post timbers with surface damage (damaged thickness of 2” or less) for surface dutchman repair. 5. Mark post timbers with deep damage (damage greater 2”) but with vertical height of damage less than 30” for dutchman repair. 6. Mark post timbers with deep damage (damage greater 2”) and with vertical height of damage greater than 30” for replacement.

C. Photo-document and schedule inspections with the Engineer and protect opened areas with plastic following inspection but before beginning work.

3.2 EXPOSURE OF EXISTING INTERIOR FRAMING

A. Where necessary, remove interior moldings and replaceable finishes that cover members or areas designated to be removed or exposed. All molding and replaceable finishes shall be photo-documented in place and tagged by location and safely stored in a dry, secure place on or off site for reinstallation..

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -4 B. Photo-document, tag and remove finished flooring and wooden plank subflooring where designated and/or required to access existing structural framing. Safely store flooring boards on site in a dry, secure place for reinstallation.

C. Photo-document and schedule inspections with the Engineer and protect opened areas with plastic following inspection but before beginning work.

3.3 REMOVAL AND ARCHIVING OF DESIGNATED AND REJECTED TIMBERS

A. Carefully remove timbers designated or required to be replaced so as not to damage the surrounding construction or finishes not scheduled for removal. Provide sufficient shoring and bracing to the structure to preclude the possibility of settlement or collapse of the structure above. Completely measure the timbers and surrounding members during removal for detailing of shop drawings. Timbers that are to be removed and replaced with other timbers may be cut and marred in any way necessary to enable their removal.

B. Clean removed timbers of all loose dust and dirt and deliver to a designated location per the direction of the Architect. Retain one sample of each type of surface finish and each species type for use in matching with the new timbers. Dispose of timbers not requested for storage or used for samples in an approved manner.

C. Following removal of noted timbers, clean all contiguous timbers for inspection by the Engineer. Perform additional finish board removal as required to expose additional deteriorated members as designated by the Architect based upon the site inspection. Be prepared to drill holes in remaining beams during the inspection by the Engineer to help determine the depth of sound wood.

3.4 DETAILING AND FABRICATION OF REPLACEMENT TIMBERS, DUTCHMEN AND PLUGS

A. Confirm quantity of timber replacement per inspection, field measurement and rejections or acceptances of existing conditions by the Engineer.

B. Detail and submit dimensioned shop drawings for replacement timbers showing all connections, mortises, and bolts shear plate and pin locations. Approval shall be for intent of the design and connection type and not for dimension. The contractor shall be solely responsible for dimensioning the members.

C. Locate and Position raw timber stock in cutting jigs in such a way as will avoid putting knots or defects at or near connections. Members shall be fabricated from seasoned, parallel grain stock with the pith located in the middles of the members. Additional seasoning may be done after fabrication but shall be done gradually to avoid the formation of checks and shakes, and distortion. Timbers shall have not more than a 19% moisture content at the time of installation.

D. Fabricate plugs for existing drilled holes in posts and girts from matching-sized oak dowels or turned oak stock.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -5 E. Complete all fabrication to proper tolerances to provide for tight fit-up of all members. Test pre-fit members off site where possible.

3.5 APPLICATION OF WOOD PRESERVATIVE

A. Application of Boric Acid

1. Dilute concentrate with warm water at a 1:1 ratio. Application is recommended through use of a dedicated insecticide sprayer and solution must be well mixed to avoid inconsistent coverage and hose clogs. 2. Solution shall be applied within 24 hours after mixing, preferably immediately 3. Follow all manufacturer specifications

B. Installation of Impel Rods

1. Impel rod sizes shall be ¾” in diameter and 3” (minimum) in length 2. Holes shall be pre-drilled at 13/16” diameter 3. For all sizes 10”x10” and larger, use (2) Impel Rods in 6¼”–7¼” long holes 4. Follow all manufacturer specifications

3.6 INSTALLATION OF TIMBER FRAMING, DIMENSIONAL LUMBER, DUTCHMEN AND PLUGS

A. Set structural members in correct positions.

B. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing.

C. Place horizontal members, crown side up.

D. Field drill all holes and recesses for bolts, lag screws and shear plates. Inject all bolt and lead holes with wood preservative before installing hardware.

E. Holes for through bolts and lag screw shanks shall be 1/32” greater in diameter than bolts and shanks.

F. Drill lead holes for the threaded portions of lag screws to avoid splitting wood. Lead holes shall be properly sized for the threaded diameters and species type in accordance with the NFPA National Design Specification.

G. Provide tapered oak shims of at least 1/8” thickness as required for adjustment and to provide solid, firm contact between bearing surfaces where proper fit is not other wise provided with existing members. Maximum allowable tolerance to be accommodated by shims shall be 3/8" or less.

H. Make all cut lines plumb and true, to within 1/8" of required dimension. Do not leave any splintered wood or checked end grain exposed to weather or soil.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -6 I. Make secondary fastenings not otherwise called out on drawings with at least (4) common wire nails or spikes per location, of a length which is four times the thickness of the thinner part joined but not of such length that it will not over-penetrate the thicker part, and of a diameter which is the greatest commonly available for the given length. Provide additional nails to detailed connections as may be helpful to keep them aligned and stable. Nails shall be located to be concealed from plain view.

J. Cut all mortises and notches with the appropriate tools. Do not overcut or over bore holes, or split the wood.

K. Make all elevation and planar adjustments to the structure before installing new members.

L. Install all standard and fabricated metal connectors as indicated.

M. Drive size-matching plugs into existing bored holes in posts and beams.

3.7 Comply with the following:

A. Provide standard galvanized metal connectors for all flush framed beam and joist applications. Capacities shall be suitable for the member and span.

B. Provide Simpson “H8” hurricane clips at all new rafter and roof joist ends fastened to supporting framing with a clear load path to the ground and nailed over wall sheathing. Provide “H8” or “H7” ties at existing rafter ends.

C. Laminate multi-ply LVL beams with 3 rows of 16 d nails at 12" o.c. per ply, or with two rows of 1/2" dia. Through-bolts at 12" o.c. as per manufacturer’s requirements. Provide 4 additional bolts each side of side supported beam connections.

D. Unless otherwise noted, nail all framing and plywood sheathing and decking in accordance with the Massachusetts State Building Code and industry standards.

E. Provide rim boards, squash blocks, floor blocking and cripples in floor framing above and below walls to provide continuous, unreduced bearing areas of studs and posts through floor systems.

F. Provide all framing in accordance with proper and standard practice, and all governing codes. Contractor shall be prepared to correct any unsuitable conditions per the direction of the Architect.

G. Inspect all existing framing and report all unsound conditions to the Architect before closing finishes or other work that would obscure inspection or repair/replacement of damaged items.

H. All floor joist members of greater than 8'-0" span shall have one row of solid 2x bridging per 8 feet of span.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -7 I. Wood construction is to conform to part II "design specifications" as published in the "Timber Construction Manual" (AITC) and to "National Design Specification for Wood Construction", latest editions.

J. New lumber for structural use is to be surface dried and have a moisture content of not more than 19 percent.

K. Wood construction shall conform to the Massachusetts State Building Code.

L. Structural lumber is to be identified by the grade mark of, or certificate of inspection issued by, a grading or inspection bureau or agency recognized as being competent.

M. Structural lumber is to be visually stress-graded lumber in accordance with the provisions of ASTM designation D245-74, "methods for establishing structural grades and related allowable properties for visually graded lumber."

N. Wood is to be handled and covered to prevent damage and moisture absorption from snow or rain.

3.8 Wood Joist Floor Construction:

A. Splices are to occur only over bearing points.

B. Joists shall be toe nailed to wood support with two 10d nails.

C. Minimum bearing for joists = 1-3/4 inch at ends, and 3-1/2 inches where joists are continuous.

D. Use metal joist hangers at all flush frame construction.

E. Joists are to be doubled under parallel partitions.

F. Bridging will be solid using 2" x joist depth installed in offset fashion at conventional lumber joists. Maximum spacing = 8 feet.

G. No joist is to be notched or drilled with holes without proper reinforcement.

H. Joist support solely by nailing is not allowed by code.

I. Double joists that run beneath partitions that run parallel to the floor framing for more than one third of a given span’s length.

3.9 Wall Construction:

A. Sills are to be pressure treated where noted and kiln dried to 15% moisture after treatment 2 - 2 x 4 or solid 4 x 6 minimum and are to be anchored with 5/8" diameter anchor bolts by not more than 4'-0" o.c. and at each corner. Splices in sill plates are to be staggered.

B. Bearing walls will be 2 x 4 at 16" o.c. minimum, see plans.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -8 C. Studs are to be nailed to the sole plate with three 10d or four 8d toe nails.

D. Where structural sheathing overlaps sole plate nail sheathing to sole plate at 4 inches maximum center.

E. Bearing wall openings are to be framed to provide a rigid enclosure. Jamb stud is to extend in one piece from header to sole plate. Provide specified number of jack studs shown in plan.

F. A minimum of triple studs are to be used at all wall openings.

G. Double framed openings, nail inner stud to outer stud with 16d nails, 24" o.c. toe nail inner studs to wall plate with two 8d nails or end nail with 16d nails. Nail outer stud to header with four 16d nails and to top plate with two 8d toe nails.

H. All studs to be continuous from floor to floor or roof to floor.

I. Sole plates are to be nailed to subfloor and joists with 16d nails at each joist.

J. Top plates for bearing partitions are to be two 2 x 4's, a continuous header, or as indicated on sections. Plate members of principal partitions are to be lapped or anchored to exterior wall framing. Splices are to occur over studs. Nail plates to studs with two 16d nails at 24" o.c.

K. Top plates for non-bearing interior partitions may be single. Nail plate to stud with two 16d nails. When top plate is parallel to ceiling or floor framing, install 2 x 4 cross blocking not more than 4'-0" o.c.

L. When top plates are cut for piping or duct work, reinforce with steel straps.

M. Provide Simpson “HT22” Hold-Downs with 12” long headed anchor bolts at foundation and the same with through-bolts above and below floors at each end and corner of new “perimeter” walls.

N. Beams and girders shall not rest less than 3 1/2” on supports.

O. All beams must spliced only over supports unless specifically instructed otherwise by the Architect.

3.10 Plywood Floor Decking

A. Plywood floor decking shall be as noted on plans and not less than 3/4 inch thick glued and nailed installed with outer plies at right angle to joists and staggered in adjacent panels. Provide 1/16 inch joint spacing at all panel edges.

B. Glue to supporting framing and nail per Massachusetts State Building Code standards.

3.11 Plywood Wall and Roof Sheathing:

A. Plywood sheathing shall be 3/4 inch thick minimum.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -9 B. Nail sheathing to studs, plates, and blocking with 8d nails spaced 3" o.c. along all edges of plywood sheets and 12" on centers along intermediate members. Provide 3” wide horizontal blocking at all horizontal panel joints and 3” wide solid vertical supports behind all common vertical panel joints.

C. Panel edges shall not occur in alignment with edges of windows but shall be offset.

3.12 General:

A. All flush framed conventional wood joist connections to be Simpson type LU or equal unless otherwise specified. Provide field sloped adjustable flush framed connectors at rafters connection to ridge beam, type LSU– see Simpson catalog.

B. Comply with manufacturer specifications installations for all of the above.

C. All wood post bases on concrete to be Simpson type ABU or equal.

D. Anchor bolts and bolts for structural timber are to be ASTM A307. Standard cut washers are to be provided between the wood and bolt nut, unless steel plates or plate washers are used, as indicated on structural drawings. Bolt holes in structural timber are to be 1/16 inch larger than the nominal bolt diameter indicated.

E. All exterior connection hardware including nails, bolts, and fabricated connectors is to be hot- dipped galvanized.

F. Provide custom fabricated steel connections as detailed and called for on the drawings.

G. Set structural members level and plumb, in correct position.

H. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing.

I. Place horizontal members, crown side up.

J. Construct load bearing framing and curb members full length without splices.

K. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists. Frame rigidly into joists.

L. Comply with AFPA’s “Manual for Wood Construction” and the Massachusetts State Building Code unless otherwise specifically detailed.

M. Secure sheathing and decking with longer edge perpendicular to framing members and with ends staggered and sheet ends over bearing.

N. Secure subfloor sheathing with longer edge perpendicular to floor framing and with end joints staggered and sheet ends over bearing. Attach with subfloor glue and nail or screw.

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -10 O. Install plywood to minimum of two spans continuous.

P. Prior to installation of plywood underlayment by other others, re-nail existing subfloors in the area of work for the provision of a fully secured substrate.

Q. Installation of building paper over subfloor followed by underlayment shall be performed under the various flooring sections of the specifications.

R. Provide solid blocking around all steel members and posts that pass through floors and walls, along with any other attachment as necessary to laterally restrain these members against buckling, twisting or any other lateral movement.

S. Provide nailers, blocking and grounds as needed for support of miscellaneous items and trim. Accurately cut and fit work, setting all items plumb and level.

T. Create all required holes in wood floor and wall construction for the passage of structural steel or wooden columns and beams and solidly block around the columns and beams to fully laterally restrain the members.

U. Maintain proper lateral support to all existing members during all phases of the work.

V. Install hurricane clips and ties to provide a continuous wind uplift resisting load path from all roofs and floors to the foundation. Review in the field with the Engineer.

W. Leave completed structural framing work exposed for inspection by the Engineer.

3.13 LABELING

A. All new wood on this project must be stamped or labeled in a concealed, unpainted location with the words, "NEW WOOD – 20__[present year].

END OF SECTION 061000

Old Sconset Golf Course Clubhouse Renovations Rough Carpentry and Timber SBGA 31402.00 100% Bid Documents - 20 August 2014 061000 -11

SECTION 061020 – WOOD SHINGLE SIDING

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 DESCRIPTION OF WORK

A. Provide all labor, materials, equipment and services required to complete the wood shingle siding restoration work at the Old Sconset Golf Club in Nantucket, Massachusetts as described in this Section, including but not limited to the following:

1. Replace wood shingle siding 100% 2. Strip all existing wood shingles and flashings. 3. Coordinate the installation of the new wood shingle siding with the installation of the new wood trim and flashings at doors and windows. 4. Replace deteriorated sheathing boards as necessary. (Provide a unit price for replacing sheathing boards.) 5. Install Type 30 felt over wall sheathing. 6. Install new Grade A – Eastern White Cedar shingles on all walls. Install with 5-inch exposure.

B. Related Work Specified Elsewhere:

1. Section 061040 – Exterior Wood Restoration 2. Section 076200 – Sheet Metal Flashing and Trim 3. Section 099100 – Exterior Painting

1.3 QUALITY ASSURANCE

A. Restoration Specialist: Contractor that performs wood shingle siding work shall be regularly engaged in wood shingle siding work on historic buildings. Contractor shall demonstrate to Owner's satisfaction that, within previous five (5) years, he has successfully performed and completed in a timely manner at least three (3) projects similar in scope and type to required work involving facilities designated as Landmarks by local landmark agencies or facilities listed on the National Register or State Registers of Historic Places.

1. Subcontractors: Subcontracts are bound by same requirements as Restoration Specialist. Do not subcontract work without Owner's prior written approval. 2. Foreman: Wood shingle siding work shall be directly supervised by a full-time foreman with experience equal to or greater than that required of Restoration Specialist.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -1

Foreman shall be on site daily for duration of work of this Section. Same foreman shall remain on job throughout work unless his performance is deemed unacceptable. 3. Mechanics: Wood shingle siding work shall be carried out by a steady crew of skilled mechanics who are thoroughly experienced with materials and methods specified, have a minimum of three (3) years experience with work on historic buildings similar to that required by this Section, and are familiar with design requirements. Contractor shall certify that all mechanics employed for work of this Section fully understand project requirements. In acceptance or rejection of work of this Section, no allowance will be made for workers' incompetence or lack of skill.

B. Source of Materials: Obtain materials for work of this Section from a single source for each type of material required to ensure a match in quality, color, and texture.

C. Familiarity with Site Conditions: Bidders shall visit site prior to bid and carefully examine project scope and conditions that may affect proper execution of work of this Section and determine or verify dimensions and quantities. Contractor's submission of bid shall be acknowledgment that he is thoroughly familiar with project scope and site conditions.

1.4 SUBMITTALS

A. General: Submit the following in compliance with the requirements of the Contract Documents. Revise and resubmit each item as required to obtain Restoration Consultant’s approval.

B. Qualification Data: Qualification data for firm and personnel specified in "Quality Assurance" Article that demonstrates that both firm and personnel have capabilities and experience complying with requirements specified.

C. Product Literature: Manufacturer’s published technical data for each product to be used in work of this Section. Include recommendations for application and use and test reports and certificates verifying that product complies with specified requirements.

D. Samples:

1. Shingles: Sets including sufficient number of shingles (minimum 6) to show complete range of material to be expected in completed work. 2. Anchors and Fasteners: Each type required for work of this Section. 3. Underlayments: 12-inch-square sample of each underlayment material.

E. Shop Drawings: Shop drawings at appropriate scales showing:

1. Details of all edges and penetrations.

F. Prepare quality control panels as specified in Article "Quality Control Panels," below.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -2

1.5 QUALITY CONTROL PANELS

A. General: Before beginning general wood shingle sididng work, prepare quality control panels to provide standards for work of this Section. Do not proceed with wood shingle siding work until Restoration Consultant has approved relevant quality control panel.

1. Locate quality control panels in locations as directed by and accessible for review by Restoration Consultant. 2. Provide 48 hours notice to Restoration Consultant prior to start of each quality control panel. 3. Restoration Consultant will monitor quality control panels. 4. Perform quality control panels using crew who will be executing the work and following requirements of this Section. 5. Repeat quality control panels as necessary to obtain Restoration Consultant's approval. 6. Protect approved quality control panels to ensure that they are without damage, deterioration, or alteration at time of Substantial Completion. 7. Approved quality control panels in undamaged condition at time of Substantial Completion may be incorporated into the Work. 8. Approved quality control panels will represent minimum acceptable standard for each kind of wood shingle siding work. Subsequent work that does not meet standard of approved quality control panels will be rejected.

B. Provide the following quality control panels:

1. Shingle Installation on Golf Clubhouse Walls: One face, bottom to top, and 1-foot width of an adjacent face. Provide panel at edge of a wall to illustrate interface of shingles with the corner boards. 2. Provide one panel at the top of a window showing how window flashing will be installed.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store materials in manufacturers’ original sealed containers or packaging, clearly labeled with manufacturer's name, address and product identification, including grade, type, and color. Immediately reseal containers after partial use.

B. Store all materials to comply with applicable federal, state, and local laws, codes, and regulations.

1. Store products and materials at least 4 inches above ground and protect them from water, dampness, or high humidity.

C. Deliver, store, and handle all products and materials to prevent damage, deterioration, or degradation and intrusion of foreign material.

D. Discard and remove from site deteriorated or contaminated materials and products that have exceeded their expiration dates. Replace with fresh materials.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -3

1.7 PROJECT CONDITIONS

A. Laws and Regulations: Perform all work of this Section in compliance with all applicable federal, state, and local laws and regulations.

B. Protection of Persons: Take necessary measures to protect all persons, whether or not involved with work of this Section, from harm caused by work of this Section.

C. Protection of Building: Protect building elements and finishes from damage or deterioration caused by work of this Section. Repair any damage to materials or finishes to Restoration Consultant's satisfaction at no additional cost to Owner.

1. Provide all necessary protection to prevent water from entering building during roofing work. Repair or replace all elements damaged or deteriorated by failure to properly protect building during work of this Section to Restoration Consultant's satisfaction at no additional cost to Owner.

D. Protection of Site and Surroundings: Protect site, landscape features, and other surrounding elements from damage and deterioration resulting from work of this Section.

E. Coordination: Coordinate work of this Section with work of other Sections to ensure proper completion of all work.

1.8 ENVIRONMENTAL REQUIREMENTS

A. Do not do any wood shingle siding work when surfaces are wet or when there is a chance of precipitation before surfaces can be protected.

1.9 SPECIAL PROJECT WARRANTY

A. Warranty: Upon completion of the Work, and as a condition of its acceptance, deliver to the Owner a written warranty stating that installed wood shingle siding (including metal flashing) will remain intact and free from leaks for a period of at least five (5) years following date of final acceptance and that all replacements and/or repairs will be made promptly to Restoration Consultant's satisfaction at Contractor's expense.

1.10 EXTRA MATERIALS

A. Deliver extra materials to Owner. Furnish extra materials matching products installed, packaged with protective covering for storage, and identified with labels clearly describing contents.

1. Provide wood shingles equal to two percent (2%) of quantity installed.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -4

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Grade and Quality: Materials shall conform to requirements of this Section and shall be new, free from defects, and of recent manufacture.

B. Manufacturer's Instructions: Comply with material manufacturer’s instructions for use of products (including surface preparation, mixing, applying, drying, etc.). In case of conflict with requirements of this Section, the more stringent requirements shall govern.

C. ASTM Standards: All materials shall comply with relevant ASTM standards.

2.2 SHINGLES

A. Wood Shingles: Grade A Eastern white cedar shingles available from Liberty Cedar, 325 Liberty Lane, West Kingston, RI 02892 (800-882-3327). Wood shingles shall comply with the following requirements in all respects, in addition to the grade and certification requirements:

1. Shingles shall be 18" long and 0.45 inch thick at butt. 2. Shingles shall be 100 percent clear heartwood. No sapwood will be acceptable. 3. Shingles shall be straight and true without warp or cup. 4. Wood grain shall run with length of shingle. 5. Shingles shall be free of splits, checks, knots, and other imperfections. 6. Exposed surfaces shall be smooth and free from "fuzz," "hairs," and other surface imperfections and irregularities.

2.3 ACCESSORIES

A. Nails: Stainless steel (Type 304 or Type 316) shingle nails of sufficient length to penetrate through or at least 3/4 inch into strapping. Copper, bright steel, or blue-steeled fasteners are not acceptable.

B. Sheet Metal Flashing: Follow requirements of Section 076200, "Sheet Metal Roofing and Flashing."

C. Membrane Flashings: Polyethylene-sheet-backed rubberized asphalt membrane, 40 mils thick. Provide primer when recommended by underlayment manufacturer. Provide "Bituthene Ice & Water Shield," by W.R. Grace & Co., or approved equal.

D. Felt: Type 30 roofing felt.

E. New Sheathing Boards: New sheathing boards shall match the existing sheathing boards in dimension and species. Plywood will not be used to replace deteriorated historic sheathing.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -5

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrate for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of Work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected.

1. Commencement of work will be construed as acceptance of substrate conditions by Installer.

3.2 PREPARATION

A. Clean substrates of projections and substances detrimental to application. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with non-corrosive roofing nails.

B. Coordinate installation with flashing and other adjoining work to ensure proper sequencing.

C. Replace damaged or deteriorated sheathing boards.

3.3 INSTALLATION, GENERAL

A. Comply with manufacturer's installation instructions and recommendations, but not less than recommended by the following:

1. Cedar Shake and Shingle Bureau "Design and Application Manual for Exterior and Interior Walls."

3.4 WOOD SHINGLE SIDING INSTALLATION

A. Wall Shingle Underlayment: Apply felt to wood sheathing of all walls with horizontal and vertical laps as recommended by manufacturer.

B. Sheet Metal Flashing: Install sheet metal flashing as shown on Drawings and following requirements of Section 076200, "Sheet Metal Flashing."

C. Wood Shingle Installation: Install wood shingles, beginning at bottom of the wall with a double-layer or triple-layer starter course, projecting wood shingles 1-1/2 inches beyond the base of the sheathing boards. Space adjoining wood shingles 1/4 inch to 3/8 inch apart, nailing each wood shingle with two nails spaced 3/4 inch to 1 inch from edge of shingle and 1-1/2 inches to 2 inches above butt line of subsequent course. Stagger edge joints a minimum of 1- 1/2 inches in succeeding courses. Prevent alignment of vertical joints in every third course. Drive nails tight to top surface of shingles, without crushing wood. Do not drive flush with surface of shingle. The wood shingles must be nailed by hand directly to the wood sheathing boards.

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -6

1. Weather Exposure: 5 inches.

3.5 ADJUSTMENTS

A. Adjustment: Remove any wood shingle work that does not comply with requirements of this Section as determined by the Restoration Consultant and replace to meet requirements of this Section at no additional cost to the Owner.

B. Replace damaged materials installed under this Section with new materials meeting specified requirements.

END OF SECTION 061020

Old Sconset Golf Course Clubhouse Renovations Wood Shingle Siding SBGA 31402.00 100% Bid Documents - 20 August 2014 061020 -7 SECTION 061040 – WOOD RESTORATION – INTERIOR AND EXTERIOR TRIM

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 DESCRIPTION OF WORK

A. Provide all labor, materials, equipment and services required to complete the wood restoration work at the Old Sconset Golf Course Clubhouse in Nantucket, Massachusetts as described in this Section, including but not limited to the following:

1. Removal and reinstallation of interior wood trim, flooring and plaster to allow for the removal of the existing plaster and the installation of new mechanical systems. 2. Removal and reinstallation of select exterior wood trim to allow for the installation of the new wood shingle siding and roof. 3. Miscellaneous carpentry repairs on the interior and exterior of the building prior to repainting.

B. Definitions

1. A “paintable surface” is defined as a surface prepared for painting through the removal of all non-intact paint, as described in this Section. Any remaining paint must be completely adhered to the substrate. 2. “Non-intact paint” is defined as all paint that is loose, peeling, flaking, cracking, alligatoring or otherwise not completely adhered to the bare substrate, as described in this Section. 3. “Skilled Craftsperson” is defined as an artisan trained in the conservation, reproduction and restoration of architectural wood building fabric. The craftsperson must have experience in restoration of architectural wood components similar to that found on Old Sconset Golf Course Clubhouse.

1.3 RELATED WORK

A. The following related work is to be performed under the designated Sections:

1. Section 06 10 20 91 – Wood Shingle Siding. 2. Section 07 31 29 – Wood Shingle Roofing 3. Section 09 91 00 - Exterior Painting 4. Section 09 92 00 – Interior Painting

Old Sconset Golf Course Clubhouse Renovations Wood Restoration SBGA 31402.00 100% Bid Documents - 20 August 2014 061040 -1

1.4 QUALITY ASSURANCE

A. Maintain a steady work crew consisting of skilled craftspeople and a full time foreman who has acceptable experience in architectural wood restoration. Confirm that all workers fully understand the requirements of the job. Allow for inspection of all work areas by the Restoration Consultant.

B. Work Standards: Reference standards for restoration work to be established by mock- ups which have been approved by the Restoration Consultant and which shall serve as standards during the entire restoration process.

C. Materials: All materials shall conform to the latest edition of reference specifications applicable and specified herein and to applicable codes and requirements of local authorities having jurisdiction.

1.5 SUBMITTALS

A. General: Submit the following in compliance with the requirements of the Contract Documents. Revise and resubmit each item as required to obtain Restoration Consultant’s approval.

B. Submit the following samples:

1. Molded Trim Boards – Minimum length of two (2) feet.

C. Submit complete Product Data as follows;

1. Materials list of items proposed to be provided under this Section. 2. Manufacturers' specifications and other data needed to prove compliance with the specified requirements. 3. Manufacturers' recommended installation procedures which, when approved by the Restoration Consultant, will become the basis for accepting or rejecting actual installation procedures used on the work.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Delivery: Deliver materials to the site in manufacturer’s original, unopened containers or packaging. All materials shall be legibly labeled as to contents and manufacturer. Obtain Restoration Consultant’s approval before delivering such materials.

B. Storage: All materials, when delivered to the site, shall be so stored to insure proper drainage, ventilation and protection from the elements. No kiln-dried materials shall be placed in any building unit unless the unit is sufficiently dry.

C. Handling: Materials shall be stored without unpacking except as required for inspection by the Restoration Consultant. Unpack material as it is ready to be used.

Old Sconset Golf Course Clubhouse Renovations Wood Restoration SBGA 31402.00 100% Bid Documents - 20 August 2014 061040 -2

1.7 PROJECT CONDITIONS

A. Lead-Containing Paint (LCP): Wooden elements to be repaired contain lead-based paint. Perform all work that disturbs lead-containing paint (LCP), handle all material that involves lead-containing paint, and transport and dispose of all lead-containing paint and residue in compliance with all applicable federal, state, and local laws and regulations for identification, removal, labeling, handling, containerization, transportation, and disposal of lead-containing material including, but not limited to, those referenced herein.

1. U.S. Department of Labor OSHA Regulations: Including but not limited to: Title 29, Code of Federal Regulations (CFR) Section 1926.62: “Lead Exposure in Construction” and Title 29, CFR Section 1910.1200: “Hazard Communication Standard.” 2. U.S. Environmental Protection Agency (USEPA) Regulations: Including but not limited to: Title 40 CFR Part 262: “Standards Applicable to Generators of Hazardous Waste” and Part 263: “Standards Applicable to Transporters of Hazardous Waste.” 3. U.S. Department of Transportation (USDOT) Regulations: Including but not limited to: 49 CFR Parts 172, 173, 174, 175, 177, 178, 179, and 180.

B. Take all necessary precautions to prevent fire and spread of fire.

PART 2 - PRODUCTS

2.1 WOODWORK - GENERAL REQUIREMENTS

A. The grades of all materials under this section shall be as defined by the rules of the recognized association of lumber manufacturers producing the materials specified. Materials for millwork shall conform to, or exceed, the requirements of "Custom Grade" as established by Quality Standards of the Architectural Woodwork Institute. Where conflicts occur between these standards and this Specification, the more stringent requirement shall govern in each case.

B. Lumber and plywood shall bear the grade and trademark of the association and under whose rules it is produced, and a mark of mill identification.

C. Lumber and finished woodwork throughout shall be of sound stock, thoroughly seasoned, kiln-dried to a moisture content not exceeding 12%.

1. Species used for new woodwork shall be Central American mahogany.

D. Work that is to be finished or painted shall be free from defects or blemishes on surfaces exposed to view that will show after the finish coat of paint is applied. Any materials that are in any way defective and not up to specifications for quality and grade, or otherwise not in proper condition shall be rejected.

Old Sconset Golf Course Clubhouse Renovations Wood Restoration SBGA 31402.00 100% Bid Documents - 20 August 2014 061040 -3

E. Work shall be fabricated to designs, dimensions, and details shown on the approved shop drawings and shall replicate existing profiles.

2.2 ADHESIVES

A. Waterproof polyurethane glues such as Gorilla Glue, manufactured by the Gorilla Group in Santa Barbara, CA; Titebond Polyurethane Glue, manufactured by Franklin International, Columbus, Ohio; or Excel Polyurethane Wood Glue.

2.3 WOOD PRESERVATIVE

A. Wood Preservative shall be alkyd-oil based such as "Woodtreat WB", as manufactured by Kop-Coat, Inc., St. Louis, MO, (314)772-2200; Premium Woodlife Wood Preservative, manufactured by DAP; or Olympic Wood Protector, manufactured by Pittsburgh Paints (800)441-9695; or equal. Must be compatible with primer and paint finishes.

2.4 FASTENERS

A. Nails and Screws – Stainless Steel.

PART 3 - EXECUTION

3.1 WOOD TRIM REMOVAL AND IDENTIFICATION

A. For all existing wood elements removed and required to be reinstalled, the work in this Section includes labeling and documenting the location of each removed component. Ensure that trim is permanently labeled with its exact location, using a stamp or incisor (any type of pen, pencil or marker is not acceptable). The labeled pieces shall be keyed to photographs or a drawing. The labeling shall be maintained throughout the work process and shall enable the pieces of wood trim to be re-installed in their exact location following the abatement work.

B. It shall be the responsibility of this Section 061040 - Wood Restoration - to furnish and install new components which cannot be reinstalled or located due to lack of identification.

3.2 APPLICATION OF A WOOD PRESERVATIVE

A. Treat new wooden elements with wood preservative. Treat pieces prior to re- installation, applying preservative to entire surface.

Old Sconset Golf Course Clubhouse Renovations Wood Restoration SBGA 31402.00 100% Bid Documents - 20 August 2014 061040 -4

3.3 APPLICATION OF PRIMER

A. Paint new wooden elements with primer. Treat new pieces prior to re-installation, applying primer to entire surface.

B. Back-prime all new pieces of wood trim.

C. Lightly sand wooden elements. Wipe off any dust, dirt or grease on the surface of the wood using a rag dampened with mineral spirits.

D. Brush-apply one (1) coat of alkyd exterior primer onto the wood’s surface. Do not dilute primer, apply at full-strength.

E. Allow primer coat to dry completely.

3.4 RE-INSTALLATION OF DISASSEMBLED PIECES

A. Re-install previously removed pieces of trim following the completion of all abatement work and the installation of all of the new mechanical systems. The pieces shall be installed in their original location.

B. Use the same methods of attachment as existed originally.

C. Set all fasteners flush with the surface.

3.5 INSTALLATION OF NEW WOODWORK

A. Install newly milled pieces of wood trim in accordance with approved shop drawings. Plane as required to fit properly and so that surface of new piece is level with that of surrounding material.

B. Follow original methods of attachment.

C. Set all fasteners flush with surface.

D. Upon completion of the work, all materials relating to the exterior woodwork restoration shall be removed from the site. The job site shall be left clean.

E. Provide adequate protection and other precautions required for the remainder of the construction period to ensure that the restored woodwork will not be damaged at the time of Substantial Completion.

END OF SECTION 061040

Old Sconset Golf Course Clubhouse Renovations Wood Restoration SBGA 31402.00 100% Bid Documents - 20 August 2014 061040 -5

SECTION 061516 - WOOD ROOF DECKING

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section includes glued-laminated wood roof decking

B. Related Sections include the following:

1. Division 6 Section "Rough Carpentry & Timber. 2. Division 6 Section: “Exterior Finish Carpentry” 3. Division 7 Section "Formed Metal Roof Panels"

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body.

B. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.

PART 2 - PRODUCTS

2.1 WOOD ROOF DECKING, GENERAL

A. General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by ALSC's Board of Review.

2.2 GLUED-LAMINATED WOOD ROOF DECKING

A. Face Species: Southern pine.

Old Sconset Golf Course Clubhouse Renovations Wood Roof Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061516 -1 B. Roof Decking Nominal Size: 3 by 6.

C. Face Grade: Decorative: Sound knots and natural characteristics are allowed, including chipped edge knots, short end splits, seasoning checks, and some pin holes. Face knot holes, stains, end slits, skips, roller splits, and planer burns are not allowed.

D. Moisture Content: Provide wood roof decking with 15 percent maximum moisture content at time of dressing.

E. Face Surface: Smooth.

F. Edge Pattern: Beaded edge.

G. Laminating Adhesive: Wet-use type complying with ASTM D 2559.

1. Adhesives shall contain no urea-formaldehyde resins.

2.3 ACCESSORY MATERIALS

A. Fastener Material: Hot-dip galvanized steel.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install laminated wood roof decking to comply with manufacturer's written instructions.

1. Provide continuous decking pieces. No end joints allowed. 2. Nail each course of glued-laminated wood roof decking at each support with one nail slant nailed above the tongue and one nail straight nailed through the face. a. Use 30d nails for 3-by-6 and 3-by-8 roof decking.

3. Slant nail each course of glued-laminated wood roof decking to the tongue of the adjacent course at 30 inches o.c. and within 12 inches of the end of each unit. Stagger nailing 15 inches in adjacent courses. a. Use 8d nails for 3-by-6 and 3-by-8 roof decking.

3.2 PROTECTION

A. Provide water-resistive barrier over roof decking as the Work progresses to protect roof decking until roofing is applied.

END OF SECTION 061516

Old Sconset Golf Course Clubhouse Renovations Wood Roof Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061516 -2 SECTION 061533 - WOOD PATIO DECKING

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Wood decking. 2. Stairs for elevated decks and porches. 3. Railings for elevated decks and porches.

B. Products installed but not furnished under this Section include the following: 1. Metal flashings specified in Division 7 Section "Sheet Metal Flashing and Trim."

C. Related Sections include the following:

1. Division 3 Section “Cast-in-Place Concrete” for deck and porch foundations.

2. Division 5 Section “Metal Fabrications” for wood handrail supports and dowel/rod railing supports poured into concrete

3. Dvision 6 Section “Rough Carpentry & Timber” for porch and deck supports and framing. 4. Division 7 Section "Sheet Metal Flashing and Trim" for sheet metal flashings at decks and porches. 5. Division 9 Section "Exterior Painting" for finishing and painting of decks, porches & railings.

1.3 INFORMATIONAL SUBMITTALS

A. Material Certificates:

1. For lumber.. Indicate species and grade selected for each use and design values approved by ALSC's Board of Review.

B. Evaluation Reports: For the following, from ICC-ES: 1. Decking fasteners.

Old Sconset Golf Course Clubhouse Renovations Wood Patio Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061533 -1 1.4 QUALITY ASSURANCE

A. Lumber Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body.

B. Lumber Vendor Qualifications: A vendor that is certified for chain of custody by an FSC- accredited certification body.

PART 2 - PRODUCTS

2.1 LUMBER, GENERAL

A. Comply with DOC PS 20 and with grading rules of lumber grading agencies certified by ALSC's Board of Review as applicable. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by ALSC's Board of Review.

1. Factory mark each item with grade stamp of grading agency. 2. For items that are exposed to view in the completed Work, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Provide dressed lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content:

1. Boards: 15 percent.

2.2 WOOD DECKING AND STAIR TREADS

A. Board Decking and Stair Treads: 3/4-inch) actual thickness radius-edged decking of any of the following species and grades: 1. Indonesian Mahogany Red Balau (Shorea Plagata) 2. Honduran Mahogany (Swietenia macrophylla) 3. African Mahogany (Khaya anthotheca, K. grandifoliola, K. ivorensis, K. senegalensi).

2.3 WOOD RAILINGS

A. Handrails, Railing Boards, Caps, Bases and Trim: Any of the following species and grades: 1. Indonesian Mahogany Red Balau (Shorea Plagata) 2. Honduran Mahogany (Swietenia macrophylla) 3. African Mahogany (Khaya anthotheca, K. grandifoliola, K. ivorensis, K. senegalensi).

2.4 POSTS

A. Dimension Lumber Posts: No. 2 or better grade and any of the following species: 1. Indonesian Mahogany Red Balau (Shorea Plagata) 2. Honduran Mahogany (Swietenia macrophylla)

Old Sconset Golf Course Clubhouse Renovations Wood Patio Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061533 -2 3. African Mahogany (Khaya anthotheca, K. grandifoliola, K. ivorensis, K. senegalensi).

2.5 FASTENERS

A. General: Provide fasteners of size and type indicated, acceptable to authorities having jurisdiction, and that comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate.

1. Use stainless steel unless otherwise indicated.

B. Postinstalled Anchors: Stainless-steel, chemical or torque-controlled expansion anchors with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing according to ASTM E 488 conducted by a qualified independent testing and inspecting agency.

1. Stainless-steel bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Set work to required levels and lines, with members plumb, true to line, cut, and fitted. Fit work to other construction; scribe and cope as needed for accurate fit.

B. Framing Standard: Comply with AF&PA WCD1 unless otherwise indicated.

C. Install wood decking and stair treads with crown up (bark side down).

D. Install plastic lumber to comply with manufacturer's written instructions.

E. Secure decking to framing with screws.

3.2 STAIR INSTALLATION

A. Treads and Risers: Secure by gluing and screwing to carriages. Countersink fastener heads. Extend treads over carriages and finish with edges as shown on drawings.

3.3 RAILING INSTALLATION

A. Balusters: Fit to railings, screw in place. Countersink fastener heads, fill flush, and sand filler.

B. Railing and Porch Posts: Secure to structural framing and concrete foundation wall as indicated on drawings with fasteners appropriate to the attachment.].

Old Sconset Golf Course Clubhouse Renovations Wood Patio Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061533 -3 C. Railings: Secure wall rails with metal brackets by others. Fasten freestanding railings to posts and to trim at walls with countersunk-head wood screws or rail bolts.

END OF SECTION 061533

Old Sconset Golf Course Clubhouse Renovations Wood Patio Decking SBGA 31402.00 100% Bid Documents - 20 August 2014 061533 -4 SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Wall sheathing. 2. Underlayment.

B. Related Sections include the following:

1. Division 6 Section "Rough Carpentry & Timber. 2. Division 9 Section “Ceramic Tiling 3. Division 9 Section “Sheet Carpeting”

1.3 ACTION SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product.

PART 2 - PRODUCTS

2.1 WOOD PANEL PRODUCTS

2.2 WALL SHEATHING

A. Plywood Sheathing: Either DOC PS 1 or DOC PS 2, Exterior sheathing.

2.3 SUBFLOORING AND UNDERLAYMENT

A. Underlayment: Provide underlayment in nominal thicknesses indicated or, if not indicated, not less than 1/4 inch over smooth subfloors and not less than 3/8 inch over board or uneven subfloors. 1. Plywood Underlayment for Ceramic Tile: DOC PS 1, Exterior, C-C Plugged, not less than 5/8-inch) nominal thickness. 2. Plywood Underlayment for Carpet: DOC PS 1, Interior, Underlayment.

Old Sconset Golf Course Clubhouse Renovations Sheathing SBGA 31402.00 100% Bid Documents - 20 August 2014 061600 -1 2.4 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. For wall sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in the ICC's International Building Code.

D. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly.

E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements.

3.2 WOOD STRUCTURAL PANEL INSTALLATION

A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide," for types of structural-use panels and applications indicated.

B. Fastening Methods: Fasten panels as indicated below:

1. Wall and Roof Sheathing:

a. Nail or staple to wood framing.

2. Underlayment:

a. Nail or staple to subflooring. b. Space panels 1/32 inch apart at edges and ends. c. Fill and sand edge joints of underlayment receiving resilient flooring immediately before installing flooring.

Old Sconset Golf Course Clubhouse Renovations Sheathing SBGA 31402.00 100% Bid Documents - 20 August 2014 061600 -2 END OF SECTION 061600

Old Sconset Golf Course Clubhouse Renovations Sheathing SBGA 31402.00 100% Bid Documents - 20 August 2014 061600 -3 SECTION 062013 - EXTERIOR FINISH CARPENTRY

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Exterior wood trim.

A. Products installed but not furnished under this Section include the following: 1. Metal flashings specified in Division 7 Section "Sheet Metal Flashing and Trim."

B. Related Sections include the following:

1. Division 6 Section “Rough Carpentry & Timber” for patching wall where window has been removed

2. Division 6 Section "Wood Patio Decking" for elevated decks including stairs and railings.

3. Division 6 Section “Sheathing” for patching of wall where window has been removed 4. Division 6 Section “Wood Shingle Siding” for siding around and between trim boards 5. Division 7 Section "Sheet Metal Flashing and Trim" for sheet metal flashing.

1.3 INFORMATIONAL SUBMITTALS

A. Compliance Certificates:

1. For lumber that is not marked with grade stamp.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Lumber: DOC PS 20.

1. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill.

Old Sconset Golf Course Clubhouse Renovations Exterior Finish Carpentry SBGA 31402.00 100% Bid Documents - 20 August 2014 062013 -1 a. For exposed lumber, mark grade stamp on end or back of each piece, or omit grade stamp and provide certificates of grade compliance issued by inspection agency.

2.2 EXTERIOR TRIM

A. Lumber Trim: 1. Indonesian Mahogany Red Balau (Shorea Plagata) 2. Honduran Mahogany (Swietenia macrophylla) 3. African Mahogany (Khaya anthotheca, K. grandifoliola, K. ivorensis, K. senegalensi). 4. Maximum Moisture Content: 15 percent. 5. Face Surface: Surfaced (smooth).

B. Moldings: WMMPA WM 4, N-grade wood moldings, without finger jointing. Made from kiln- dried stock to patterns included in WMMPA WM 12. 1. Species (one of the following: a. Indonesian Mahogany Red Balau (Shorea Plagata) b. Honduran Mahogany (Swietenia macrophylla) c. African Mahogany (Khaya anthotheca, K. grandifoliola, K. ivorensis, K. senegalensi).

2. .

2.3 MISCELLANEOUS MATERIALS

A. Fasteners for Exterior Finish Carpentry: Provide nails or screws, in sufficient length to penetrate not less than 1-1/2 inches into wood substrate. 1. For applications not otherwise indicated, provide stainless-steel fasteners.

B. Sealants: Latex, complying with ASTM C 834 Type OP, Grade NF and with applicable requirements in Section 079200 "Joint Sealants," recommended by sealant manufacturer and manufacturer of substrates for intended application.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prime lumber and moldings to be painted, including both faces and edges, unless factory primed. Cut to required lengths and prime ends. Comply with requirements in Section 099113 "Exterior Painting."

3.2 INSTALLATION, GENERAL

A. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment.

Old Sconset Golf Course Clubhouse Renovations Exterior Finish Carpentry SBGA 31402.00 100% Bid Documents - 20 August 2014 062013 -2 1. Scribe and cut exterior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer.

3.3 STANDING AND RUNNING TRIM INSTALLATION

A. Install trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long except where necessary.

1. Use scarf joints for end-to-end joints. 2. Stagger end joints in adjacent and related members.

B. Fit exterior joints to exclude water. Cope at returns and miter at corners.

END OF SECTION 062013

Old Sconset Golf Course Clubhouse Renovations Exterior Finish Carpentry SBGA 31402.00 100% Bid Documents - 20 August 2014 062013 -3 SECTION 062023 - INTERIOR FINISH CARPENTRY

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Interior trim including but not limited to” a. Baseboards, chair rails, picture rails, moldings, door frames, door casings, window casings, window sills, opening casings 2. Interior board paneling (bead board to match existing). 3. Shelving.

B. Products installed but not furnished under this Section include the following:

1. Existing salvaged fireplace mantle and surround

C. Related Sections include the following:

1. Division 6 Section "Exterior Finish Carpentry" for exterior door frame. 2. Division 6 Section "Stile and Rail Wood Paneling" for paneling at bar. 3. Division 8 Section "Stile and Rail Wood Doors" for doors to be hung in frames.

D.

1.3 ACTION SUBMITTALS

A. Samples: For each type of paneling.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Softwood Plywood: DOC PS 1.

Old Sconset Golf Course Clubhouse Renovations Interior Finish Carpentry SBGA 31402.00 100% Bid Documents 20 August 2014 062023 -1 2.2 INTERIOR TRIM AND DOOR FRAMES

A. Hardwood Lumber Trim:

1. Species and Grade: Aspen, basswood, cottonwood, sap gum, sycamore, white maple, or yellow poplar; A Finish; NHLA. 2. Maximum Moisture Content: 9 percent.

B. Moldings for Opaque Finish (Painted Finish): Made to patterns included in WMMPA WM 12.

1. Hardwood Moldings: WMMPA HWM 2, P-grade.

a. Species: Aspen, basswood, cottonwood, gum, magnolia, soft maple, tupelo, or yellow poplar. b. Maximum Moisture Content: 9 percent.

C. Molding Patterns:

1. As shown on drawings.

2.3 PANELING

A. Board Paneling (Bead Board): Interior wood-board paneling complying with WMMPA WM 9.

1. Species: Eastern white, Idaho white, lodgepole, ponderosa, radiata, sugar pine or southern pine. 2. Grade: Clear No. 2. 3. Maximum Moisture Content: 9 percent. 4. Width and Pattern: To match existing adjacent

2.4 SHELVING

A. Shelving: Made from the following material, 3/4 inch thick. 1. MDO softwood plywood with solid-wood edge.

2.5 MISCELLANEOUS MATERIALS

A. Glue: Aliphatic-resin, polyurethane, or resorcinol wood glue recommended by manufacturer for general carpentry use.

1. Wood glue shall have a VOC content of 30 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

Old Sconset Golf Course Clubhouse Renovations Interior Finish Carpentry SBGA 31402.00 100% Bid Documents 20 August 2014 062023 -2 PART 3 - EXECUTION

3.1 PREPARATION

A. Before installing interior finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours.

3.2 INSTALLATION, GENERAL

A. Install interior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment.

1. Scribe and cut interior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Countersink fasteners, fill surface flush, and sand unless otherwise indicated. 3. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining interior finish carpentry with 1/32-inch maximum offset for flush installation and 1/16-inch maximum offset for reveal installation.

3.3 STANDING AND RUNNING TRIM INSTALLATION

A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Miter at returns, miter at outside corners, and cope at inside corners to produce tight-fitting joints with full-surface contact throughout length of joint. Use scarf joints for end-to-end joints.

3.4 PANELING INSTALLATION

A. Board Paneling: Arrange in random-width pattern suggested by manufacturer unless boards or planks are of uniform width.

1. Install in full lengths without end joints. 2. Fasten paneling by blind nailing through tongues.

3.5 SHELVING INSTALLATION

A. Cut shelf cleats at ends of shelves about 1/2 inch less than width of shelves and sand exposed ends smooth.

B. Install shelf cleats by fastening to framing or backing with finish nails or trim screws, set below face and filled. Space fasteners not more than 16 inches o.c.

C. Cut shelves to neatly fit openings with only enough gap to allow shelves to be removed and reinstalled. Install shelves, fully seated on cleats, brackets, and supports.

END OF SECTION 062023

Old Sconset Golf Course Clubhouse Renovations Interior Finish Carpentry SBGA 31402.00 100% Bid Documents 20 August 2014 062023 -3 SECTION 064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Architectural wood cabinets. 2. Wood furring, blocking, shims, and hanging strips for installing architectural wood cabinets unless concealed within other construction before cabinet installation.

B. Related Sections include the following:

1. Division 6 Section "Rough Carpentry & Timber" for furring, blocking within walls for support of Architectural Wood Cabinets. 2. Division 12 Section "Wood Countertops" for wood countertops 3. Division 12 Section "Plastic-Laminate-Clad Countertops" for plastic-laminate-clad countertops 4. Division 12 Section “Simulated Stone Countertops” for simulated stone countertops

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product, including cabinet hardware and accessories.

B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.

C. Samples: 1. Exposed cabinet hardware and accessories, one unit for each type[ and finish].

1.4 INFORMATIONAL SUBMITTALS

A. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Certified participant in AWI's Quality Certification Program.

Old Sconset Golf Course Clubhouse Renovations Wood-Veneer-Faced Architectural Cabinets SBGA 31402.00 100% Bid Documents 20 August 2014 064113 -1 B. Installer Qualifications: Certified participant in AWI's Quality Certification Program.

1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

PART 2 - PRODUCTS

2.1 ARCHITECTURAL CABINET FABRICATORS

2.2 ARCHITECTURAL WOOD CABINETS, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural wood cabinets indicated for construction, finishes, installation, and other requirements.

1. Provide certificates from AWI certification program indicating that woodwork, including installation, complies with requirements of grades specified.

2.3 WOOD CABINETS FOR OPAQUE FINISH

A. Grade: Custom.

B. Type of Construction: [Face frame].

C. Cabinet and Door and Drawer Front Interface Style: Flush inset.

D. Species for Exposed Lumber Surfaces: Any closed-grain hardwood.

E. Panel Product for Exposed Surfaces: Medium-density overlay.

F. Semiexposed Surfaces: Provide surface materials indicated below:

1. Surfaces Other Than Drawer Bodies: Match materials indicated for exposed surfaces. 2. Drawer Sides and Backs: Solid-hardwood lumber. 3. Drawer Bottoms: Thermoset decorative panels.

G. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers unless located directly under tops.

2.4 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated.

Old Sconset Golf Course Clubhouse Renovations Wood-Veneer-Faced Architectural Cabinets SBGA 31402.00 100% Bid Documents 20 August 2014 064113 -2 1. Wood Moisture Content: 8 to 13 percent.

B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Medium-Density Fiberboard: ANSI A208.2, Grade 130, made with binder containing no urea formaldehyde. 2. Particleboard: ANSI A208.1, Grade M-2, made with binder containing no urea formaldehyde. 3. Softwood Plywood: DOC PS 1, medium-density overlay. 4. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1, made with adhesive containing no urea formaldehyde. 5. Thermoset Decorative Panels: Particleboard or medium-density fiberboard finished with thermally fused, melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10.

2.5 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 087111 "Door Hardware (Descriptive Specification)."

B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 135 degrees of opening, self-closing.

C. Back-Mounted Pulls: BHMA A156.9, B02011.

D. Catches: Magnetic catches, BHMA A156.9, B03141.

E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081.

F. Drawer Slides: BHMA A156.9. 1. Grade 1HD-100 and Grade 1HD-200: Side mounted; full-extension type; zinc-plated- steel ball-bearing slides. 2. For drawers not more than 3 inches high and not more than 24 inches wide, provide Grade 1. 3. For drawers more than 3 inches high but not more than 6 inches high and not more than 24 inches wide, provide Grade 1. 4. For drawers more than 6 inches high or more than 24 inches wide, provide Grade 1HD- 100.

G. Door Locks: BHMA A156.11, E07121.

H. Drawer Locks: BHMA A156.11, E07041.

I. Door and Drawer Silencers: BHMA A156.16, L03011.

J. Tempered Float Glass for Cabinet Doors: ASTM C 1048, Kind FT, Condition A, Type I, Class 1 (clear), Quality-Q3, 6 mm thick unless otherwise indicated.

Old Sconset Golf Course Clubhouse Renovations Wood-Veneer-Faced Architectural Cabinets SBGA 31402.00 100% Bid Documents 20 August 2014 064113 -3 K. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated.

1. Dark, Oxidized, Satin Bronze, Oil Rubbed: BHMA 613 for bronze base; BHMA 640 for steel base; match Architect's sample.

2.6 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous- metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.

C. Adhesives: Do not use adhesives that contain urea formaldehyde.

2.7 FABRICATION

A. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

C. Install glass to comply with applicable requirements in Section 088000 "Glazing" and in GANA's "Glazing Manual." For glass in wood frames, secure glass with removable stops.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas.

3.2 INSTALLATION

A. Grade: Install cabinets to comply with same grade as item to be installed.

B. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

Old Sconset Golf Course Clubhouse Renovations Wood-Veneer-Faced Architectural Cabinets SBGA 31402.00 100% Bid Documents 20 August 2014 064113 -4 C. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

D. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork.

E. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.

1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight line. 2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inch penetration into wood framing, blocking, or hanging strips.

F. Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes with matching filler where exposed.

END OF SECTION 064113

Old Sconset Golf Course Clubhouse Renovations Wood-Veneer-Faced Architectural Cabinets SBGA 31402.00 100% Bid Documents 20 August 2014 064113 -5 SECTION 064214 - STILE AND RAIL WOOD PANELING

PART 1 - GENERAL

1.1 GENERAL PROVISIONS

A. Attention is directed to the CONTRACT, GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDTIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

1.2 SUMMARY

A. Section Includes:

1. Stile and rail wood paneling (stile and rail wall surfacing) at bar in .

B. Related Sections include the following:

1. Division 6 Section "Rough Carpentry & Timber" for underlying wall framing and plywood backup.

1.3 ACTION SUBMITTALS

A. Product Data: Product Data: For each type of product, including adhesives.

B. Shop Drawings: Show location of paneling, large-scale details, attachment devices, and other components. Include dimensioned plans and elevations.

1.4 INFORMATIONAL SUBMITTALS

A. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Certified participant in AWI's Quality Certification Program.

B. Installer Qualifications: Certified participant in AWI's Quality Certification Program.

Old Sconset Golf Course Clubhouse Renovations Stile and Rail Wood Paneling SBGA 31402.00 100% Bid Documents 20 August 2014 064214 -1 1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install paneling until building is enclosed, wet work is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period.

PART 2 - PRODUCTS

2.1 PANELING, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of stile and rail wood paneling (stile and rail wall surfacing) indicated for construction, finishes, installation, and other requirements.

1. Provide certificates from AWI certification program indicating that paneling, including installation, complies with requirements of grades specified.

2.2 STILE AND RAIL WOOD PANELING FOR OPAQUE FINISH

A. Grade: Custom.

B. Wood Species: Any closed-grain hardwood.

C. Stiles and Rails: Either solid lumber or particleboard, shop filled on face, with veneered or lumber-banded edges, at paneling fabricator's option.

D. Flat Insert Panels: Medium-density fiberboard or particleboard with shop-filled face.

E. Shop assemble stile and rail paneling into largest units practical for delivery and installation. Provide shop-prepared detachable joints for necessary field connections. Sand and pull joints tight in shop so field joints will comply with joint tolerances for specified grade. Unless otherwise indicated, provide continuous mortise-and-tenon joints between panel units and provide removable temporary protection for joints during handling and delivery.

2.3 MATERIALS

A. Materials, General: Provide materials that comply with requirements of referenced quality standard for each quality grade specified unless otherwise indicated.

B. Wood Moisture Content: 8 to 13 percent.

C. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each quality grade specified unless otherwise indicated. 1. Medium-Density Fiberboard: ANSI A208.2, Grade 130, made with binder containing no urea formaldehyde. 2. Particleboard: ANSI A208.1, Grade M-2, made with binder containing no urea formaldehyde.

Old Sconset Golf Course Clubhouse Renovations Stile and Rail Wood Paneling SBGA 31402.00 100% Bid Documents 20 August 2014 064214 -2 3. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1, made with adhesive containing no urea formaldehyde.

D. Adhesives: Do not use adhesives that contain urea formaldehyde.

2.4 INSTALLATION MATERIALS

A. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls.

B. VOC Limits for Installation Adhesives: Use products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

1. Wood Glues: 30 g/L. 2. Multipurpose Construction Adhesives: 70 g/L. 3. Contact Adhesive: 80 g/L. 4. Special-Purpose Contact Adhesive (contact adhesive that is used to bond melamine covered board, metal, unsupported vinyl, rubber, or wood veneer 1/16 inch or less in thickness to any surface): 250 g/L.

2.5 FABRICATION

A. Complete fabrication, including assembly, to maximum extent possible, before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Shop cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition paneling to average prevailing humidity conditions in installation areas.

3.2 INSTALLATION

A. Grade: Install paneling to comply with same grade as paneling to be installed.

B. Install paneling level, plumb, true, and straight with no distortions. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches. Install with no

Old Sconset Golf Course Clubhouse Renovations Stile and Rail Wood Paneling SBGA 31402.00 100% Bid Documents 20 August 2014 064214 -3 more than 1/16 inch in 96-inch vertical cup or bow and 1/8 inch in 96-inch horizontal variation from a true plane.

C. Scribe and cut paneling to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

D. Anchor paneling to supporting substrate with blind nailing. Do not use face fastening unless.

END OF SECTION 064214

Old Sconset Golf Course Clubhouse Renovations Stile and Rail Wood Paneling SBGA 31402.00 100% Bid Documents 20 August 2014 064214 -4