Attachment_1_-_Supplemental_Specifications.docx

2015 FIRE GARAGE IMPROVEMENTS – PARK FALLS SPECIFICATIONS

Copyright 2010 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 011000 - SUMMARY

GENERAL

PROJECT INFORMATION

Project Identification: 2015 FIRE GARAGE IMPROVEMENTS – PARK FALLS.

Project Location: Park Falls Admin. Site, 1170 4th Avenue South in Park Falls, WI 54552.

Owner: USDA Forest Service, Chequamegon-Nicolet National Forest.

The Work consists of remodeling the existing fire garage, including removing the north side wall and gable end, including entry door, window and overhead garage door, track and hardware (to be saved by Forest Service). Removing 14’ of the end roof structure as shown on drawings, removing any electrical wiring and fixtures, constructing new roof structure with scissor trusses to provide clearance for overhead door system, including new end walls, roof and soffits, match existing structure components, painting the exterior and interior surfaces to match existing. Re-installing salvaged entry door and window unit in abandoned garage door opening, including new siding, interior wall covering and all electrical relocation work, installing all trim to match existing. Construct new 6’ wide x 26” long concrete apron on north side in front of new overhead door, as shown on plans and in the specifications and all misc. work to complete the installation shall be included. Also installing new 18’ wide x 9’ high overhead garage door with low clearance headroom track rear torsion spring setup as specified. Include opener and all electrical and misc. work to complete the installation and remodel.

WORK RESTRICTIONS

Contractor's Use of Premises: During construction, Contractor will have full use of building area indicated. Contractor's use of premises is limited only by Owner's right to perform work and as follows:

First subparagraph below contains an example of limitations on Contractor's use of premises; delete if not applicable. Insert other descriptions of areas or types of limited use, requirements for cooperation with Owner's personnel, noninterference with Owner's or public use, and other necessary restrictions if required.

Owner will occupy premises during construction. Perform construction only during normal working hours 8 AM to 5 PM Monday thru Friday, other than holidays, unless otherwise agreed to in advance by Owner. Clean up work areas and return to usable condition at the end of each work period.

"Limits" Subparagraph below is based on requirements of LEED-NC Credit SS 5.1. See Evaluations.

Limits: Limit site disturbance, 25 feet beyond construction area.

"Driveways, Walkways, and Entrances" Subparagraph below is an example of a special requirement appropriate to many projects. Revise to suit Project or delete.

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

Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 024119 - SELECTIVE DEMOLITION

GENERAL

SECTION REQUIREMENTS

Items indicated to be removed and salvaged remain Owner's property. Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner, ready for reuse. Include fasteners or brackets needed for reattachment elsewhere.

Retain, revise, or delete first paragraph below to suit Project. Insert other limitations if necessary, such as when adjacent floors will be occupied.

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

It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

PRODUCTS

PEFORMANCE REQUIREMENTS

Regulatory Requirements: Comply with EPA regulations and with hauling and disposal regulations of authorities having jurisdiction.

Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

EXECUTION

DEMOLITION

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

Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

Retain "Refrigerant" Paragraph below if selective demolition includes mechanical equipment containing refrigerant. Refrigerant may be part of equipment such as air-conditioning units, chillers, refrigerators, freezers, icemakers, heat pumps, dehumidifiers, and drinking water coolers.

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

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

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

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

Requirements for Building Reuse:

Maintain existing building structure (including structural floor and roof decking) and envelope (exterior skin and framing, excluding window assemblies and nonstructural roofing material) not indicated to be demolished; do not demolish such existing construction beyond indicated limits.

Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicated to be demolished; do not demolish such existing construction beyond indicated limits.

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

Remove demolition waste materials from Project site and legally dispose of them in an EPA-approved landfill. Do not burn demolished materials.

Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 033000 - CAST-IN-PLACE CONCRETE

GENERAL

SECTION REQUIREMENTS

Submittals: Concrete mix designs.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

PEFORMANCE REQUIREMENTS

Comply with ACI 301, "Specification for Structural Concrete," and with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

MATERIALS

Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

Plain-Steel Welded Wire Reinforcement: ASTM A 185, as drawn, flat sheet.

Portland Cement: ASTM C 150, Type I or II.

Retain supplementary cementing materials from "Fly Ash," "Ground Granulated Blast-Furnace Slag," and "Silica Fume" paragraphs below if permitted. Ready-mix concrete manufacturer blends these materials with portland cement. Fly ash, slag, or pozzolanic materials may slow rate of concrete strengthening and affect color uniformity.

Retain class of aggregate from options in "Aggregates" Paragraph below or revise to suit Project. ASTM C 33 limits deleterious substances in coarse aggregate depending on climate severity and in-service location of concrete. Classes in first set of options are ASTM C 33 default classes for concrete exposed to weather for Severe, Moderate, and Negligible weathering regions, respectively. Retain last option if damage caused by concrete expansion from alkali silica or alkali carbonate reactions is anticipated.

Aggregates: ASTM C 33, coarse aggregate or better, graded Maximum Coarse-Aggregate Size: 3/4 inch nominal.

Air-Entraining Admixture: ASTM C 260.

Chemical Admixtures: ASTM C 494, Do not use calcium chloride or admixtures containing calcium chloride..

Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

Retain option in "Products" Subparagraph below to limit products to those listed.

Retain option in "Products" Subparagraph below to limit products to those listed.

Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork.

CONCRETE MIXTURES

Prepare design mixtures, proportioned according to ACI 301.

Normal-Weight Concrete:

Retain strength from options in "Minimum Compressive Strength" Subparagraph below or revise to suit Project.

Minimum Compressive Strength: 4000 psi at 28 days.

Retain "Maximum Water-Cementitious Materials Ratio" Subparagraph below, or delete if in-service durability conditions are benign and limits on water-cementitious materials ratio are not required.

Maximum Water-Cementitious Materials Ratio: [0.40 Slump Limit: 4 inches, plus or minus 1 inch.

ACI 301 sets air content depending on severity of exposure conditions of concrete. Air content in second sentence in "Air Content" Subparagraph below is maximum recommended by ACI 302.1R for trowel-finished slabs.

Air Content: Maintain within range permitted by ACI 301. Do not allow air content of floor slabs to receive troweled finishes to exceed 3 percent.

First subparagraph below can help reduce carbon dioxide emissions produced by cement plants by reducing use of portland cement. Fly ash, slag, or pozzolanic materials may slow rate of concrete strengthening and affect color uniformity. Neither ACI 301 nor ACI 318 (ACI 318M) limit amount of cementitious materials that can replace portland cement unless concrete is exposed to deicing chemicals.

Retain option in paragraph below if synthetic fibers are required.

Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116.

When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

EXECUTION

CONCRETING

Construct formwork according to ACI 301 and maintain tolerances and surface irregularities within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view and Class B, 1/4 inch for other concrete surfaces.

Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.

Install construction, isolation, and contraction joints where indicated. Install full-depth joint-filler strips at isolation joints.

Place concrete in a continuous operation and consolidate using mechanical vibrating equipment.

Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing.

Slab Finishes: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes:

Retain required finishes in subparagraphs below, revising locations to suit Project.

Troweled finish for floor surfaces Nonslip-broom finish to exterior concrete Cure formed surfaces by moisture curing for at least seven days.

Begin curing concrete slabs after finishing.

Protect concrete from damage. Repair and patch defective areas.

END OF SECTION 033000

SECTION 061000 - ROUGH CARPENTRY

GENERAL

SECTION REQUIREMENTS

Submittals: engineered wood products specifications

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

WOOD PRODUCTS, GENERAL

Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.

Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project.

Allowable Design Stresses: Engineered wood products shall have allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be demonstrated by comprehensive testing.

TREATED MATERIALS

Preservative-Treated Materials: AWPA U1; Use Category UC2 Use treatment containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.

Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.

Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

Provide preservative-treated materials for items indicated on Drawings, and the following:

Wood sills, blocking, [furring,] [stripping,] and similar concealed members in contact with masonry or concrete.

Wood floor plates that are installed over concrete slabs-on-grade.

FRAMING

Dimension Lumber:

Maximum Moisture Content: 15 percent 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness.

Retain one grade requirement and one or more species group in "Non-Load-Bearing Interior Partitions" and "Framing Other Than Non-Load-Bearing Interior Partitions" subparagraphs below depending on availability and suitability for Project. Designate load-bearing walls on Drawings.

Non-Load-Bearing Interior Partitions: Construction or No. 2.

Framing Other Than Non-Load-Bearing Interior Partitions: No. 2.

Exposed Framing: Provide material hand-selected for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane.

Laminated-Veneer Lumber: Manufactured with exterior-type adhesive complying with ASTM D 2559. Allowable design values determined according to ASTM D 5456.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

MISCELLANEOUS LUMBER

Miscellaneous Dimension Lumber: [Standard, Stud, or No. 3 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

MISCELLANEOUS PRODUCTS

Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153MPower-Driven Fasteners: CABO NER-272.

Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.

Metal Framing Anchors: Structural capacity, type, and size indicated.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

Use anchors made from hot-dip galvanized steel complying with ASTM A 653/A 653M, G60 coating designation for interior locations where stainless steel is not indicated.

Use anchors made from stainless steel complying with ASTM A 666, Type 304 for exterior locations and where indicated.

Sill Sealer: Closed-cell neoprene foam, 1/4 inch thick.

Retain "Flexible Flashing" Paragraph below if required as a separator between preservative-treated wood and metal decking.

Flexible Flashing: Self-adhesive product consisting of a butyl rubber or rubberized-asphalt compound, bonded to a backing sheet to produce an overall thickness of not less than 0.025 inch.

EXECUTION

INSTALLATION

Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated.

Do not splice structural members between supports unless otherwise indicated.

Securely attach rough carpentry to substrates, complying with the following:

CABO NER-272 for power-driven fasteners.

Published requirements of metal framing anchor manufacturer.

END OF SECTION 061000

SECTION 061753 - SHOP-FABRICATED WOOD TRUSSES

GENERAL

SECTION REQUIREMENTS

Submittals: Product Data, Shop Drawings, structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation, and ICC-ES evaluation reports for metal plate connectors and metal truss accessories.

TPI 1 does not require third-party inspection. Verify that local truss fabricators participate in third-party inspection programs; many do not.

Fabricator Qualifications: Shop that participates in a recognized quality-assurance program that complies with quality-control procedures in TPI 1 and that involves third-party inspection by an independent testing and inspecting agency acceptable to Architect and authorities having jurisdiction.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

PERFORMANCE REQUIREMENTS

Structural Performance: Provide metal-plate-connected wood trusses capable of withstanding design loads indicated without exceeding TPI 1 deflection limits.

Comply with applicable requirements and recommendations of the following publications:

TPI 1, "National Design Standard for Metal Plate Connected Wood Truss Construction."

TPI DSB, "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses."

TPI BCSI, "Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses."

Wood Structural Design Standard: Comply with applicable requirements in AF&PA's "National Design Specifications for Wood Construction" and its "Supplement."

MATERIALS

Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review, any species, graded visually or mechanically.

Verify availability of lumber with 15 percent maximum moisture content before retaining.

Provide dry lumber with [19] [15] percent maximum moisture content at time of dressing.

Retain "Minimum Chord Size for Roof Trusses" Paragraph below if requirement for minimum chord sizes is needed to provide stiffer members for nailing.

Minimum Chord Size for Roof Trusses: 2 by 6 inches nominal for both top and bottom chords.

Retain "Minimum Specific Gravity for Top Chords" Paragraph below if required for diaphragm construction.

Connector Plates: TPI 1, fabricated from hot-dip galvanized-steel sheet Fasteners: Where trusses are exposed to weather or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

Metal Framing Anchors: Provide framing anchors made from hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

FABRICATION

Assemble trusses using jigs or other means to ensure uniformity and accuracy of assembly with joints closely fitted. Fabricate wood trusses within manufacturing tolerances in TPI 1.

EXECUTION

INSTALLATION

Install and brace trusses according to TPI recommendations and as indicated. Install trusses plumb, square, and true to line and securely fasten to supporting construction.

Anchor trusses securely at bearing points; use metal truss tie-downs or floor truss hangers as applicable. Install fasteners through each fastener hole in metal framing anchor.

Retain first paragraph below if built-up girder trusses are required. TPI 1 states it is truss designer's responsibility to design truss-to-girder connection.

Securely connect each truss ply required for forming built-up girder trusses. Anchor trusses to girder trusses.

Install and fasten permanent bracing during truss erection and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams.

Install bracing to comply with Section 061000 "Rough Carpentry.

Retain subparagraph below if floor trusses are required.

Install and fasten strongback bracing vertically against vertical web of parallel-chord floor trusses at centers indicated.

TPI 1 permits out-of-plumb tolerance of the lesser of D/50 or 2 inches (50 mm) maximum. Out-of-plane tolerances or bow is limited to the lesser of L/200 or 2 inches (50 mm) maximum. Location variances of 1/4 inch (6.4 mm) and a top-chord bearing gap of 1/2 inch (13 mm) for parallel-chord trusses are also permitted.

Install wood trusses within installation tolerances in TPI 1.

Do not alter trusses in field.

Remove wood trusses that are damaged or do not meet requirements and replace with trusses that do meet requirements.

END OF SECTION 061753

Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 062000 - FINISH CARPENTRY

GENERAL

SECTION REQUIREMENTS

Submittals: Samples for sidingand moldings and trim.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

MATERIALS, GENERAL

Lumber: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review.

Softwood Plywood: DOC PS 1.

MDF: ANSI A208.2, Grade 130[, made with binder containing no urea-formaldehyde resin].

Particleboard: ANSI A208.1, Grade M-2

EXTERIOR FINISH CARPENTRY

If retaining "Exterior Lumber Trim" Paragraph below, select one texture, grade, and species.

Exterior Lumber Trim: Match Existing Components.

N-grade, in "Wood Moldings" Paragraph below, is suitable for natural finish; P-grade for painted finish.

Wood Moldings: Match Existing Components Lumber Siding: Match Existing Components Soffits: Match Existing Components

INTERIOR STANDING AND RUNNING TRIM

Interior Softwood Lumber Trim: Match Existing Components Interior Hardwood Lumber Trim: Match Existing Components .

Wood Moldings: Match Existing Components.

Continuous Soffit Vents: Match Existing Components.

EXECUTION

INSTALLATION

Condition interior finish carpentry in installation areas for 24 hours before installing.

Prime and backprime lumber for painted finish exposed on the exterior. Cut to length and prime ends.

Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts.

Revise tolerances in first subparagraph below to suit Project.

Subparagraph below is based on NFPA 101 requirements.

Install standing and running 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. Stagger joints in adjacent and related trim. Cope at returns and inside corners and miter at outside corners.

Nail siding at each stud. Do not allow nails to penetrate more than one thickness of siding, unless otherwise recommended by siding manufacturer. Seal joints at inside and outside corners and at trim locations.

Select and arrange paneling for best match of adjacent units. Install with uniform tight joints.

END OF SECTION 062000

SECTION 072100 - THERMAL INSULATION

GENERAL

SECTION REQUIREMENTS

Submittals: Product Data

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

INSULATION PRODUCTS

Usually select Type IV in "Extruded-Polystyrene Board Insulation" Paragraph below if extruded polystyrene is used.

Glass-Fiber-Blanket Insulation: ASTM C 665, Type III, Class A, foil faced on one side with flame-spread and smoke-developed indexes of 25 and 450, respectively.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

Manufacturers:

CertainTeed Corporation.

Guardian Building Products, Inc.

Johns Manville.

Knauf Insulation.

Owens Corning.

Cellulosic-Fiber Loose-Fill Insulation: ASTM C 739; chemically treated for flame-resistance, processing, and handling characteristics.

ACCESSORIES

If retaining "Sheet Radiant Barrier" Paragraph below, retain first water-vapor transmission requirement if sheet radiant barrier also serves as vapor barrier, second requirement if not.

Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed to fit between roof framing members and to provide cross-ventilation between insulated attic spaces and vented eaves.

EXECUTION

INSTALLATION

Install insulation in areas and in thicknesses indicated or required to produce R-values indicated. Cut and fit tightly around obstructions and fill voids with insulation.

Place 12” Glass-Fiber-Blanket in ceiling of new reconstructed roof sectionn, add eave ventilation Place 5-1/2” Glass-Fiber-Blanket in cavaties of all new wall sections.

Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation.

Install eave ventilation troughs between roof framing members in insulated attic spaces at vented eaves.

Except for loose-fill insulation and insulation that is friction fitted in stud cavities, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units.

Place loose-fill insulation to comply with ASTM C 1015.

Comply with the CIMA's Special Report #3, "Standard Practice for Installing Cellulose Insulation."

Retain "Spray-Applied Insulation" Paragraph below for self-supported, spray-applied cellulosic insulation or spray polyurethane foam insulation.

END OF SECTION 072100

SECTION 073113 - ASPHALT SHINGLES

GENERAL

SECTION REQUIREMENTS

Submittals: Product Data Warranties: Provide standard manufacturer's written warranty, signed by manufacturer agreeing to promptly repair or replace asphalt shingles that fail in materials or workmanship within 30 years from date of Substantial Completion, prorated, with first three years nonprorated.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

ASPHALT SHINGLES

Fire-Resistance Characteristics: ASTM E 108 or UL 790, [Class A] [Class C]. Identify products with appropriate markings of testing and inspecting agency acceptable to authorities having jurisdiction.

Fiberglass Shingles: ASTM D 3462.

Laminated-Strip Asphalt Shingles: Laminated, multi-ply overlay construction, mineral-granule surfaced, and self-sealing. [Straight] [Notched] [Crenellated] cut butt edge.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

To Match Existing Roofing Product indicated on Drawings.

Asphalt shingle impact-resistance test criteria are set by UL 2218, which simulates hailstones falling at peak velocity. Retain option in first subparagraph below if required.

ACCESSORIES

Felts: 30 lb, asphalt-saturated organic felts.

Self-Adhering Sheet Underlayment: ASTM D 1970, SBS-modified asphalt; mineral-granule or slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

Retain "Self-Adhering Sheet Underlayment, High Temperature" Paragraph below if underlayment is subject to high temperatures. Most products use a butyl-based adhesive; some use SBS-modified asphalt.

Ridge Vent: Rigid UV-stabilized plastic ridge vent, for use under ridge shingles.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

Manufacturers: One of the following:

Air Vent, Inc.; a Gibraltar Industries company.

Cor-A-Vent, Inc.

GAF Materials Corporation.

Lomanco, Inc.

Mid-America Building Products.

Obdyke, Benjamin Incorporated.

Owens Corning.

RGM Products, Inc.

Trimline Building Products.

Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.

Roofing Nails: Aluminum, stainless-steel, or hot-dip galvanized-steel shingle nails, minimum 0.120-inch diameter, of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch through OSB or plywood sheathing.

Sheet Metal Flashing and Trim: Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

Sheet Metal: Stainless steel.

Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual."

Drip Edge: Formed sheet metal with at least a 2-inch roof deck flange and a 1-1/2-inch fascia flange with a 3/8-inch drip at lower edge.

Open-Valley Flashing: Fabricate with 1-inch-high, inverted-V profile at center of valley and equal flange widths of 12 inches.

EXECUTION

INSTALLATION

Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual" and with asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."

Apply self-adhering sheet underlayment at eaves and rakes from edges of roof to at least a 30 inche width.

Apply self-adhering sheet underlayment at valleys extending 18 inches on each side.

Install felt underlayment on roof deck not covered by self-adhering sheet underlayment.

Install valleys complying with NRCA instructions. Construct woven valleys.

Install metal flashings to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim" and according to recommendations in ARMA's "Residential Asphalt Roofing Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."

Retain one offset pattern option in first paragraph below for three-tab- and other multitab-strip asphalt shingles. Diagonal installation is recommended by NRCA. Confirm that offset pattern retained is approved by manufacturer for asphalt shingle specified. Insert a particular offset pattern if required.

Retain paragraph below for laminated-strip and no-cutout-strip asphalt shingles. Diagonal installation is recommended by NRCA. Insert a particular offset pattern if required.

Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.

END OF SECTION 073113

SECTION 074600 - SIDING

GENERAL

SECTION REQUIREMENTS

Submittals: Product Samples.

Revise warranty period below to suit products selected. Retain ", fading" option in "Warranties" Paragraph below if manufacturers cover fading in their warranty.

Warranties: Manufacturer's standard from in which siding manufacturer agrees to repair or replace siding that fails in materials or workmanship within 25 years. Failures include, but are not limited to, cracking, deforming, fading, or otherwise deteriorating beyond normal weathering.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

SIDING

Wood Siding.

Match Existing Colors and textures Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

Match existing siding and trim

SOFFIT

Aluminum Soffit: AAMA 1402.

Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.

Match existing fascia and soffit Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner caps, and other items as required for building configuration.

Provide accessories made from same material and[matching color and texture of adjacent siding unless otherwise indicated.

Retain "Decorative Accessories" Paragraph below if required for Project. Not all materials or types are available from all manufacturers. Verify availability with manufacturers.

EXECUTION

INSTALLATION

Install siding and soffit and related accessories according to AAMA 1402.

Install fasteners no more than 24 inches o.c.

END OF SECTION 074600

SECTION 083613 - SECTIONAL DOORS

GENERAL

SECTION REQUIREMENTS

Wind pressure in first paragraph below is an example only; revise to suit Project.

Structural Performance: Design and reinforce sectional overhead doors to withstand a 20-lbf/sq. ft. wind-loading pressure.

Submittals: Product Data.

PRODUCTS

MANUFACTURERS

29.2 MATERIALS

29.3 RIBBED PAN SECTIONAL DOORS – 18’ WIDE x 9’ HIGH

EXECUTION

INSTALLATION

All field dimensions must be verified by the offerer.

Install door, track, and operating equipment complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports.

Fasten vertical track assembly to framing at not less than 24 inches o.c. Hang horizontal track from structural overhead framing with angle or channel hangers. Provide bracing and reinforcement as required for rigid installation of track and door.

Lubricate bearings and sliding parts; adjust doors to operate easily, free of warp, twist, or distortion and fitting weathertight for entire perimeter.

Delete paragraph below if electrically operated doors are not used.

Test and adjust controls and safeties.

30.2 ADJUSTING

A. Adjust closures to operate smoothly throughout full operating range.

END OF SECTION 083613

SECTION 087113 - AUTOMATIC DOOR OPERATORS

1. GENERAL

SECTION REQUIREMENTS

Installer Qualifications Installer Qualifications Installer Qualifications Wind pressure in first paragraph below is an example only; revise to suit Project.

Submittals: Submit manufacturer’s product data and installation instructions.

PRODUCTS

SECTIONAL OVERHEAD DOOR OPENERS

Product Designation: Genie TriloG 1500 Direct Drive Screw Garage Door Opener or approved equal:

EXECUTION

INSTALLATION

All field dimensions must be verified by the offerer Install operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports.

Provide bracing and reinforcement as required for rigid installation of tracks and door opener.

Lubricate bearings and sliding parts; adjust doors to operate easily, free of warp, twist, or distortion and fitting tight for entire perimeter.

Delete paragraph below if electrically operated doors are not used.

Test and adjust controls and safeties.

Class I finishes below are heavy anodic finishes that are generally recommended for exterior and heavy-use applications.

END OF SECTION 087113

SECTION 099000 - PAINTING AND COATING

GENERAL

SECTION REQUIREMENTS

Submittals:

Product Samples Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied where directed.

Extra Materials: Deliver to Owner 1 gal. of each color and type of finish coat paint used on Project, in containers, properly labeled and sealed.

PRODUCTS

For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."

PAINT and STAINS Retain option in "Manufacturers" Paragraph below to limit manufacturers to those listed.

Match Existing Colors and textures, Interior Painting Materials:

Match existing type and textures.

Staining and Clear Finishing Materials:

Match Existing type and textures Delete both paragraphs below if specific products are named for manufacturers inserted above. Coordinate products with types specified in application schedules in Part 3.

Material Compatibility: Provide materials that are compatible with one another and with substrates.

For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

If retaining first paragraph below, coordinate with paints and coatings specified to avoid conflicting requirements.

Use paints and coatings that comply with the following limits for VOC content:

Flat Paints and Coatings: 50g/L.

Nonflat Paints, Coatings: 150g/L.

Primers, Sealers, and Undercoaters: 200g/L.

Stains: 25 g/L.

Colors: Match Existing.

EXECUTION

PREPARATION

For renovation projects, consult MPI's "MPI Maintenance Repainting Manual" and revise first paragraph below.

Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete.

Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces.

APPLICATION

For renovation projects, consult MPI's "MPI Maintenance Repainting Manual" and revise first paragraph below.

Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

Paint exposed surfaces, new and existing, unless otherwise indicated.

Paint surfaces beyond new construction to blend in with the old surfaces.

Apply paints according to manufacturer's written instructions.

Use brushes only for exterior painting and where the use of other applicators is not practical.

Use rollers for finish coat on interior walls and ceilings.

Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

Apply stains and transparent finishes to produce surface films without color irregularity, cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use multiple coats to produce a smooth surface film of even luster.

For renovation projects, consult MPI's "MPI Maintenance Repainting Manual" and revise paint systems specified in paint application schedules.

END OF SECTION 099000

SECTION 262726 - ELECTRICAL WIRING

PART 1 - GENERAL

PART 2 - PRODUCTS

125 V, 20 A, straight blade, Almond, unless otherwise indicated or required by NFPA 70 or device listing.

PART 3 - EXECUTION

G. All Work shall be done under permit from the State of Wisconsin, Board of Electricity.

END OF SECTION 262726