A Proposed Addition and Remodel of the former PACAL building for

PEARL STREET BREWERY Located at 401 Car Street, La Crosse WI 54603

Outline Specifications

April 28th, 2017 Issued for pricing, Not for construction

A R C H I T E C T U R E AND P L A N N I N G 115 5TH Avenue South Suite 425 La Crosse, Wisconsin 54601 PH 608.519.5640 SciArtStudio.com Info@SciArtStudio.com

17003 TABLE OF CONTENTS Page 1 Pearl Street Brewery 4/28/2017

TABLE OF CONTENTS DIVISION 02 - EXISTING CONDITIONS 02 4100 DEMOLITION DIVISION 03 - CONCRETE 03 2000 CONCRETE REINFORCING 03 3000 CAST-IN-PLACE CONCRETE DIVISION 04 - MASONRY 04 2000 UNIT MASONRY DIVISION 05 - METALS 05 1200 STRUCTURAL STEEL FRAMING 05 2100 STEEL JOIST FRAMING 05 3100 STEEL DECKING 05 5000 METAL FABRICATIONS 05 5100 METAL STAIRS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 1000 ROUGH CARPENTRY 06 2000 FINISH CARPENTRY 06 4100 ARCHITECTURAL WOOD CASEWORK DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 1113 BITUMINOUS DAMPPROOFING 07 2100 THERMAL INSULATION 07 2400 EXTERIOR INSULATION AND FINISH SYSTEMS 07 4113 METAL ROOF PANELS 07 4214 INSULATED METAL WALL PANELS 07 5423 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) 07 6200 SHEET METAL FLASHING AND TRIM 07 9200 JOINT SEALANTS DIVISION 08 - OPENINGS 08 1113 HOLLOW METAL DOORS AND FRAMES 08 1416 FLUSH WOOD DOORS 08 3323 OVERHEAD COILING DOORS 08 3513.13 ACCORDION FOLDING DOORS 08 3613 SECTIONAL DOORS 08 4013 PROTECTIVE FRAMED GLAZING ASSEMBLIES 08 4313 ALUMINUM-FRAMED STOREFRONTS 08 7100 DOOR HARDWARE 08 8000 GLAZING DIVISION 09 - FINISHES

17003 TABLE OF CONTENTS Page 2 Pearl Street Brewery 4/28/2017

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 09 2116 GYPSUM BOARD ASSEMBLIES 09 2216 NON-STRUCTURAL METAL FRAMING 09 3000 TILING 09 5100 ACOUSTICAL CEILINGS 09 6813 TILE CARPETING 09 7733 GLASS FIBER REINFORCED PLASTIC PANELS 09 9000 PAINTING AND COATING

HVAC NARRATIVE

17003 / Pearl Street Brewery 02 - 1 EXISTING CONDITIONS

DIVISION 02 - EXISTING CONDITIONSSECTION 02 4100 - DEMOLITION

MATERIALSFill Material: As specified in Section 31 2323 - Fill.

GENERAL PROCEDURES AND PROJECT CONDITIONSComply with applicable codes and regulations for demolition operations and safety of adjacentstructures and the public.Minimize production of dust due to demolition operations; do not use water if that will result inice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

17003 / Pearl Street Brewery 03 - 1 CONCRETE

DIVISION 03 - CONCRETESECTION 03 2000 - CONCRETE REINFORCING

REINFORCEMENTReinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa).Steel Welded Wire Reinforcement (WWR): Galvanized, deformed type; ASTMA1064/A1064M.

SECTION 03 3000 - CAST-IN-PLACE CONCRETEFORMWORK

Formwork Design and Construction: Comply with guidelines of ACI 347R to provide formworkthat will produce concrete complying with tolerances of ACI 117.

REINFORCEMENTComply with requirements of Section 03 2000.

CONCRETE MATERIALSCement: ASTM C150/C150M, Type I - Normal Portland type. Fine and Coarse Aggregates: ASTM C 33.Lightweight Aggregate: ASTM C330/C330M.Water: Clean and not detrimental to concrete.

ACCESSORY MATERIALSUnderslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforcedpolyethylene or equivalent, complying with ASTM E1745, Class A; stated by manufacturer assuitable for installation in contact with soil or granular fill under concrete slabs. The use ofsingle ply polyethylene is prohibited.

CONCRETE MIX DESIGNNormal Weight Concrete:

Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 4,000 pounds per square inch (27.6 MPa).

PLACING CONCRETEPlace concrete in accordance with ACI 304R.Place concrete for floor slabs in accordance with ACI 302.1R.

17003 / Pearl Street Brewery 04 - 1 MASONRY

DIVISION 04 - MASONRYSECTION 04 2000 - UNIT MASONRY

CONCRETE MASONRY UNITSConcrete Block: Comply with referenced standards and as follows:

Size: Standard units with nominal face dimensions of 16 by 8 inches (400 by 200 mm) andnominal depth of 12" or as noted on drawings.Load-Bearing Units: ASTM C90, normal weight.Non-Loadbearing Units: ASTM C129.

BRICK UNITSFacing Brick: ASTM C216, Type FBS Smooth, Grade SW.

MORTAR AND GROUT MATERIALSMasonry Cement: ASTM C91/C91M, Type N, S, or M.Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved colorsample.Hydrated Lime: ASTM C207, Type S.Mortar Aggregate: ASTM C144.Grout Aggregate: ASTM C404.Water: Clean and potable.

REINFORCEMENT AND ANCHORAGEReinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa), deformed billet bars;galvanized.Single Wythe Joint Reinforcement: Truss or ladder type; ASTM A1064/A1064M steel wire, millgalvanized to ASTM A641/A641M, Class 3; 0.1483 inch (3.8 mm) side rods with 0.1483 inch(3.8 mm) cross rods; width as required to provide not more than 1 inch (25 mm) and not lessthan 1/2 inch (13 mm) of mortar coverage on each exposure.

FLASHINGSMetal Flashing Materials: Galvanized Steel, as specified in Section 07 6200.Flexible Flashing with Elvaloy KEE: Solid-phase plasticizer and flexibilizer added to membraneflashing.EPDM Flashing: ASTM D4637/D4637M, Type I, 0.040 inch (1.0 mm) thick.Prefabricated Metal Flashing: Smooth fabricated 12 oz/sq ft (3.66 kg/sq m) copper flashing for surface mounted conditions.

ACCESSORIESPreformed Control Joints: Rubber material. Provide with corner and tee accessories, fusedjoints.Weeps:

Type: Molded PVC grilles, insect resistant.Cavity Vents:

Type: Molded PVC grilles, insect resistant.MORTAR AND GROUT MIXES

Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.Colored Mortar: Proportion selected pigments and other ingredients to match Architect'ssample, without exceeding manufacturer's recommended pigment-to-cement ratio.Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; finegrout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse groutfor spaces with smallest horizontal dimension greater than 2 inches (50 mm).

17003 / Pearl Street Brewery 04 - 2 MASONRY

COURSINGMaintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniformthickness.Concrete Masonry Units:

Bond: Running.Brick Units:

Bond: Running.

17003 / Pearl Street Brewery 05 - 1 METALS

DIVISION 05 - METALSSECTION 05 1200 - STRUCTURAL STEEL FRAMING

MATERIALSSteel Angles and Plates: ASTM A36/A36M.Steel W Shapes and Tees: ASTM A992/A992M.Rolled Steel Structural Shapes: ASTM A992/A992M.Steel Shapes, Plates, and Bars: ASTM A242/A242M high-strength, corrosion-resistantstructural steel.Steel Shapes, Plates, and Bars: ASTM A529/A529M high-strength, carbon-manganesestructural steel, Grade 50.Steel Plates and Bars: ASTM A572/A572M, Grade 50 (345) high-strength,columbium-vanadium steel.Cold-Formed Structural Tubing: ASTM A500/A500M, Grade B.Hot-Formed Structural Tubing: ASTM A501/A501M, seamless or welded.Steel Bars: ASTM A108 Grade _____.Steel Plate: ASTM A514/A514M.Steel Sheet: ASTM A1011/A1011M, Designation SS, Grade 30 hot-rolled, or ASTMA1008/A1008M, Designation SS, Grade 30 cold-rolled.

Pipe: ASTM A53/A53M, Grade B, Finish black. Shear Stud Connectors: Made from ASTM A108 Grade 1015 bars. Structural Bolts and Nuts: Carbon steel, ASTM A307, Grade A and galvanized in compliance

with ASTM A153/A153M, Class C. High-Strength Structural Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, with

matching compatible ASTM A563 or ASTM A563M nuts and ASTM F436 washers. Load Indicator Washers: Provide washers complying with ASTM F959 at connections requiring

high-strength bolts. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. Shop and Touch-Up Primer: Fabricator's standard, complying with VOC limitations of

authorities having jurisdiction. Touch-Up Primer for Galvanized Surfaces: Fabricator's standard, complying with VOC

limitations of authorities having jurisdiction.SECTION 05 2100 - STEEL JOIST FRAMING MATERIALS

Open Web Joists: SJI Type K Joists: Finish: Shop primed.

Anchor Bolts, Nuts and Washers: ASTM A307, hot-dip galvanized per ASTM A153/A153M,Class C.

High-Strength Structural Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, withmatching compatible ASTM A563 or ASTM A563M nuts and ASTM F436 washers.

Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.SECTION 05 3100 - STEEL DECKING STEEL DECK

All Deck Types: Select and design metal deck in accordance with SDI Design Manual. Roof Deck: Non-composite type, fluted steel sheet:

17003 / Pearl Street Brewery 05 - 2 METALS

Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230, withG90/Z275 galvanized coating.

Metal Form Deck: Corrugated sheet steel, with provision for ventilation of concrete: Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230, with

G90/Z275 galvanized coating.SECTION 05 5000 - METAL FABRICATIONS MATERIALS - STEEL

Steel Sections: ASTM A36/A36M. Steel Tubing: ASTM A501/A501M hot-formed structural tubing. Plates: ASTM A283/A283M. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. Bolts, Nuts, and Washers: ASTM A307, Grade A, plain. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities

having jurisdiction. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with

VOC limitations of authorities having jurisdiction. FABRICATION

Fit and shop assemble items in largest practical sections, for delivery to site. Fabricate items with joints tightly fitted and secured.

FINISHES - STEEL Prime paint steel items.

SECTION 05 5100 - METAL STAIRS METAL STAIRS - GENERAL

Metal Stairs: Provide stairs of the design specified, complete with landing platforms, verticaland horizontal supports, railings, and guards, fabricated accurately for anchorage to each otherand to building structure.

Fasteners: Same material or compatible with materials being fastened; type consistent withdesign and specified quality level.

MATERIALS Steel Sections: ASTM A36/A36M. Steel Tubing: ASTM A500/A500M or ASTM A501/A501M structural tubing, round and shapes

as indicated. Steel Plates: ASTM A6/A6M or ASTM A283/A283M. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. Ungalvanized Steel Sheet: Hot- or cold-rolled, except use cold-rolled where finished work will

be exposed to view. Checkered Plate: ASTM A786/A786M, rolled steel floor plate; manufacturer's standard pattern. Gratings: Bar gratings complying with NAAMM MBG 531 or NAAMM MBG 532, whichever

applies based on bar sizes. Concrete Fill: Type specified in Section 03 3000.

ACCESSORIES Steel Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, and galvanized to ASTM

A153/A153M where connecting galvanized components.

17003 / Pearl Street Brewery 05 - 3 METALS

Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. SHOP FINISHING

Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. Prime Painting: Use specified shop- and touch-up primer.

17003 / Pearl Street Brewery 06 - 1 WOOD, PLASTICS, ANDCOMPOSITES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITESSECTION 06 1000 - ROUGH CARPENTRY GENERAL REQUIREMENTS

Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. If no species is specified, provide any species graded by the agency specified; if no

grading agency is specified, provide lumber graded by any grading agency meeting thespecified requirements.

Grading Agency: Any grading agency whose rules are approved by the Board of Review,American Lumber Standard Committee (www.alsc.org) and who provides grading servicefor the species and grade specified; provide lumber stamped with grade mark unlessotherwise indicated.

DIMENSION LUMBER FOR CONCEALED APPLICATIONS Sizes: Nominal sizes as indicated on drawings, S4S. Moisture Content: S-dry or MC19. Stud Framing (2 by 2 through 2 by 6 (50 by 50 mm through 50 by 150 mm) ):

Species: Any allowed under referenced grading rules. Grade: As indicated on the drawings.

Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 (50 by 150 mm through 100 by400 mm) ): Species: As indicated on the drawings.

STRUCTURAL COMPOSITE LUMBER At Contractor's option, structural composite lumber may be substituted for concealed dimension

lumber and timbers. Structural Composite Lumber: Factory fabricated beams, headers, and columns, of sizes and

types indicated on drawings; structural capacity as published by manufacturer. Columns: Use laminated veneer lumber, laminated strand lumber, parallel strand lumber,

or as indicated on the drawings with manufacturer's published E (modulus of elasticity): 1,800,000 psi (12,410 MPa), minimum.

Beams: Use laminated veneer lumber, laminated strand lumber, parallel strand lumber, oras indicated on the drawings with manufacturer's published E (modulus of elasticity):1,800,000 psi (12,410 MPa), minimum.

Headers Not Longer Than 48 inches (1220 mm): Use laminated veneer lumber, laminatedstrand lumber, parallel strand lumber, or as indicated on the drawings.

CONSTRUCTION PANELS Roof Sheathing: Any PS 2 type, rated Structural I Sheathing. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, 5/8 inch Type X fire resistant

(16 mm Type X fire resistant). At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly.

Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium densityfiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of450 or less, when tested in accordance with ASTM E84.

FACTORY WOOD TREATMENT Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System

for wood treatments determined by use categories, expected service conditions, and specificapplications.

FRAMING INSTALLATION

Set structural members level, plumb, and true to line. Discard pieces with defects that wouldlower required strength or result in unacceptable appearance of exposed members.

Install structural members full length without splices unless otherwise specifically detailed.SECTION 06 2000 - FINISH CARPENTRY FINISH CARPENTRY ITEMS

Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI(NAAWS), unless noted otherwise.

SHEET MATERIALS Softwood Plywood, Not Exposed to View: Any face species, medium density fiberboard core;

PS 1 Grade A-B, glue type as recommended for application. Softwood Plywood, Exposed to View: Face species as indicated, plain sawn, medium density

fiberboard core; PS 1 Grade A-B, glue type as recommended for application. Hardwood Plywood: Face species as indicated, plain sawn, book matched, medium density

fiberboard core; HPVA HP-1, Front Face Grade AA, Back Face Grade 1, glue type asrecommended for application.

PLASTIC LAMINATE MATERIALS Plastic Laminate: NEMA LD 3, HGS; color as selected by Architect; textured, low gloss finish;

________ manufactured by ____________. Low Pressure Laminate: Melamine; ________ color, _____ pattern and gloss surface texture. Solid Laminate: ________ color, ________ pattern, and gloss surface texture.

HARDWARE Hardware: Comply with BHMA A156.9.

WOOD TREATMENT Factory-Treated Lumber: Comply with requirements of AWPA U1 - Use Category System for

pressure impregnated wood treatments determined by use categories, expected serviceconditions, and specific applications.

FABRICATION Shop assemble work for delivery to site, permitting passage through building openings.

SECTION 06 4100 - ARCHITECTURAL WOOD CASEWORK CABINETS

Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI(NAAWS), unless noted otherwise.

Wood Veneer Faced Cabinet: Exposed Surfaces: HPVA HP-1 Grade A, species as selected by architect, plain sliced,

random-matched. Semi-Exposed Surfaces: HPVA HP-1 Grade B, species as selected by architect, plain

sliced, random-matched. Concealed Surfaces: Manufacturer's option.

Plastic Laminate Faced Cabinets: Custom grade. Breakroom Cabinets: Plastic laminate faced, Custom grade.

LAMINATE MATERIALS Thermally Fused Laminate (TFL): Melamine resin, NEMA LD 3, Type VGL laminate panels. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific

applications. COUNTERTOPS

Solid Laminated Surfacing: Provide Custom quality hardwood; species as selected by architect,plain sawn, exposed edge grain; laminated with waterproof adhesives; thickness asrecommended by fabricator; suitable for transparent finish.

Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL,conventionally fabricated and self-edge banded.

SHOP FINISHING Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -

Finishing for grade specified and as follows: Transparent:

Stain: As selected by Architect. Sheen: Flat.

Opaque: Color: As selected by Architect. Sheen: Flat.

17003 / Pearl Street Brewery 07 - 1 THERMAL AND MOISTUREPROTECTION

DIVISION 07 - THERMAL AND MOISTURE PROTECTIONSECTION 07 1113 - BITUMINOUS DAMPPROOFING BITUMINOUS DAMPPROOFING

Bituminous Dampproofing: Cold-applied water-based emulsion; asphalt with mineral colloid orchemical emulsifying agent; with or without fiber reinforcement; asbestos-free; suitable forapplication on vertical and horizontal surfaces. Composition - Vertical Application: ASTM D1227 Type III or ASTM D1187/D1187M Type I. Composition - Horizontal and Low-Slope Application: ASTM D1227 Type II or III. VOC Content: Not more than permitted by local, State, and federal regulations. Applied Thickness: 1/16 inch (1.5 mm), minimum, wet film.

APPLICATION Perform this work in accordance with manufacturer's instructions and NRCA (WM) applicable

requirements.SECTION 07 2100 - THERMAL INSULATION FOAM BOARD INSULATION MATERIALS

Extruded Polystyrene Board Insulation: Extruded polystyrene board; ASTM C578; with eithernatural skin or cut cell surfaces, and the following characteristics: Type: ASTM C578.

Polyisocyanurate Board Insulation with Facers Both Sides: Rigid cellular foam, complying withASTM C1289; Type I, aluminum foil both faces; Class 1, non-reinforced foam core.

BATT INSULATION MATERIALS Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used,

at Contractor's option. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;

friction fit. Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or blanket, complying with

ASTM C665; friction fit; unfaced flame spread index of 0 (zero) when tested in accordance withASTM E84.

SECTION 07 2400 - EXTERIOR INSULATION AND FINISH SYSTEMS EXTERIOR INSULATION AND FINISH SYSTEM

Exterior Insulation and Finish System: DRAINAGE type; reinforced finish coating onmechanically-fastened insulation board over sheet-type drainage layer or spacers and separatesheet-type water-resistive barrier over substrate; provide a complete system that has beentested to show compliance with the following characteristics; include all components of specifiedsystem and substrate(s) in tested samples.

MATERIALS Base Coat: Acrylic- or polymer-modified, fiber reinforced Portland cement coating. Insulation Board: Extruded polystyrene (XPS) board insulation with natural skin surfaces;

ASTM C578, Type V, with the following characteristics: Water-Resistive Barrier Coating: Fluid-applied air and water barrier membrane; applied to

sheathing; furnished or approved by EIFS manufacturer. ACCESSORY MATERIALS

Insulation Adhesive: Type required by EIFS manufacturer for project substrate. Insulation Fasteners: Fastener and plate system appropriate for substrate and as

recommended by EIFS manufacturer. Metal Flashings: As specified in Section 07 6200.

17003 / Pearl Street Brewery 07 - 2 THERMAL AND MOISTUREPROTECTION

Trim: EIFS manufacturer's standard PVC or galvanized steel trim accessories, as required for acomplete project and including starter track and drainage accessories.

Sealant Materials: Compatible with EIFS materials and as recommended by EIFSmanufacturer.

SECTION 07 4113 - METAL ROOF PANELS ARCHITECTURAL METAL ROOF PANELS

Metal Panels: Factory-formed panels with factory-applied finish. Steel Panels:

Zinc-coated steel conforming to ASTM A653/A653M; minimum G60 (Z180)galvanizing.

Steel Thickness: Minimum 24 gage (0.024 inch) (0.61 mm). Profile: Standing seam, with minimum 1.0 inch (25 mm) seam height; concealed fastener

system for field seaming with special tool. Texture: Smooth.

ATTACHMENT SYSTEM Concealed System: Provide manufacturer's standard stainless steel or nylon-coated aluminum

concealed anchor clips designed for specific roofing system and engineered to meetperformance requirements, including anticipated thermal movement.

SECTION 07 4214 - INSULATED METAL WALL PANELS PANEL SYSTEM

Metal Panel System: Factory-assembled metal panel system, with trim, related flashings andaccessory components.

Performance Requirements: Thermal Performance: Provide thermal resistance through entire system; R-value

(RSI-value) of 15 or as indicated on the drawings deg F hr sq ft/Btu (____ K sq m/W),minimum.

Structural Performance: Design and size to withstand all dead loads and wind loadscaused by positive and negative wind pressure acting normal to plane of panel.

Movement: Accommodate the movement caused by the following without damage tosystem, components, or deterioration of seals: Normal movement between system components. Seasonal temperature cycling.

PANELS AND TRIM Wall Panels: Exterior and interior metal sheet skin, factory-assembled, with foamed in place

insulation; exterior and interior sheet interlocking at edges, fitted with continuous gaskets. Trim, Closure Pieces, Expansion Joints, Caps, Flashings, Fascias, and Infills: Same material,

thickness and finish as exterior sheets; factory-fabricated to required profiles; fabricated inlongest practicable lengths.

SECTION 07 5423 - THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) MANUFACTURERS

Acceptable Manufacturer - Roofing System: Firestone Building Products LLC, Carlisle BuilidngProducts, or equivilaiant.

Manufacturer of Insulation and Cover Boards: Same manufacturer as roof membrane. Manufacturer of Metal Roof Edging: Same manufacturer as roof membrane.

ROOFING SYSTEM DESCRIPTION Roofing System: Thermoplastic polyolefin (TPO) single-ply membrane.

Membrane Attachment: Fully adhered.

17003 / Pearl Street Brewery 07 - 3 THERMAL AND MOISTUREPROTECTION

Provide assembly having Underwriters Laboratories, Inc. (UL) Class A Fire HazardClassification.

Provide assembly complying with Factory Mutual Corporation (FM) Roof AssemblyClassification, FM DS 1-28 and FM DS 1-29, and meeting minimum requirements of FM1-90 wind uplift rating.

Roofing System Components: Listed in order from the top of the roof down: Membrane: Thickness: 60mil. Insulation:

Maximum Board Thickness: 3 inches (75 mm); use as many layers as necessary;stagger joints in adjacent layers.

Vapor Retarder: Asphalt felt over modified bitumen base sheet; base layer mechanicallyfastened, top layer asphalt attached.

SECTION 07 6200 - SHEET METAL FLASHING AND TRIM SHEET MATERIALS

Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24 gage,(0.0239 inch) (0.61 mm) thick base metal.

Lead Coated Copper: ASTM B101, 24 oz/sq ft (7320 g/sq m) weight of bare copper sheet,HOO (cold-rolled) temper.

FABRICATION Form sections true to shape, accurate in size, square, and free from distortion or defects. Form pieces in longest possible lengths. Form material with flat lock seams, except where otherwise indicated; at moving joints, use

sealed lapped, bayonet-type or interlocking hooked seams. GUTTER AND DOWNSPOUT FABRICATION

Gutters: SMACNA (ASMM), Rectangular profile. Downspouts: Rectangular profile. Gutters and Downspouts: Size for rainfall intensity determined by a storm occurrence of 1 in 10

years in accordance with SMACNA (ASMM). ACCESSORIES

Fasteners: Galvanized steel, with soft neoprene washers.SECTION 07 9200 - JOINT SEALANTS JOINT SEALANT APPLICATIONS

Scope: Exterior Joints: Seal open joints, whether or not the joint is indicated on the drawings,

unless specifically indicated not to be sealed. Exterior joints to be sealed include, but arenot limited to, the following items. Wall expansion and control joints. Joints between door, window, and other frames and adjacent construction. Joints between different exposed materials. Openings below ledge angles in masonry. Other joints indicated below.

Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interiorjoints to be sealed include, but are not limited to, the following items. Joints between door, window, and other frames and adjacent construction. Other joints indicated below.

Do not seal the following types of joints. Intentional weepholes in masonry. Joints indicated to be treated with manufactured expansion joint cover or some other

type of sealing device.

17003 / Pearl Street Brewery 07 - 4 THERMAL AND MOISTUREPROTECTION

Joints where sealant is specified to be provided by manufacturer of product to besealed.

Joints where installation of sealant is specified in another section. Joints between suspended panel ceilings/grid and walls.

Exterior Joints: Use non-sag non-staining silicone sealant, Type ______, unless otherwiseindicated.

Interior Joints: Use non-sag polyurethane sealant, Type ____, unless otherwise indicated. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant; Type _____. Wall and Ceiling Joints in Wet Areas: Non-sag polyurethane sealant for continuous liquid

immersion. Wall, Ceiling, and Floor Joints Where Tamper-Resistance is Required: Non-sag

tamper-resistant silyl-terminated polyurethane sealant. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildew-resistant

silicone sealant; white. In Sound-Rated Assemblies: Acrylic emulsion latex sealant. Narrow Control Joints in Interior Concrete Slabs: Self-leveling epoxy sealant. Other Floor Joints: Self-leveling polyurethane "traffic-grade" sealant.

Interior Wet Areas: Bathrooms, restrooms, kitchens, food service areas, and food processingareas; fixtures in wet areas include plumbing fixtures, food service equipment, countertops,cabinets, and other similar items.

Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", "sound-rated", or"acoustical".

Areas Where Tamper-Resistance is Required: As indicated on the drawings. JOINT SEALANTS - GENERAL

Sealants and Primers: Provide products with levels of volatile organic compound (VOC) contentas indicated in Section 01 6116.

Colors: As indicated on the drawings.

17003 / Pearl Street Brewery 08 - 1 OPENINGS

DIVISION 08 - OPENINGSSECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES DESIGN CRITERIA

Requirements for Hollow Metal Doors and Frames: Steel used for fabrication of doors and frames shall comply with one or more of the

following requirements; Galvannealed steel conforming to ASTM A653/A653M, cold-rolledsteel conforming to ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steelconforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each.

Accessibility: Comply with ICC A117.1 and ADA Standards. Typical Door Face Sheets: Flush. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and

NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordancewith specified requirements.

Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal componentszinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dipprocess in accordance with ASTM A653/A653M, with manufacturer's standard coatingthickness, unless noted otherwise for specific hollow metal doors and frames. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when

necessary, coating not required for typical interior door applications, and at leastA60/ZF180 (galvannealed) for corrosive locations.

HOLLOW METAL DOORS Type 1, Exterior Doors: Thermally insulated.

Based on SDI Standards: ANSI/SDI A250.8 (SDI-100). Level 1 - Standard-duty. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4. Model 1 - Full Flush. Door Face Metal Thickness: 20 gage, 0.032 inch (0.8 mm), minimum. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M.

Core Material: Vertical steel stiffeners with fiberglass batts. Door Thermal Resistance: R-Value of ___. Door Thickness: 1-3/4 inch (44.5 mm), nominal. Weatherstripping: Refer to Section 08 7100. Door Finish: Factory finished.

Type 2, Interior Doors, Non-Fire Rated: Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

Level 1 - Standard-duty. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4. Model 1 - Full Flush. Door Face Metal Thickness: 20 gage, 0.032 inch (0.8 mm), minimum. Zinc Coating: Not required; ASTM A653/A653M.

Core Material: Manufacturers standard core material/construction and in compliance withrequirements.

Door Thickness: 1-3/4 inch (44.5 mm), nominal. Door Finish: Factory finished.

Type 3, Fire-Rated Doors: Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

Level 1 - Standard-duty. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4. Model 1 - Full Flush. Door Face Metal Thickness: 20 gage, 0.032 inch (0.8 mm), minimum. Zinc Coating: Not required; ASTM A653/A653M.

17003 / Pearl Street Brewery 08 - 2 OPENINGS

Fire Rating: As indicated on Door Schedule, tested in accordance with UL 10C and NFPA252 ("positive pressure fire tests").

Temperature-Rise Rating (TRR) Across Door Thickness: In accordance with local buildingcode and authorities having jurisdiction.

Provide units listed and labeled by UL (DIR) or ITS (DIR). Smoke and Draft Control Doors (Indicated with letter "S" on Drawings and/or Door

Schedule): Self-closing or automatic closing doors in accordance with NFPA 80 andNFPA 105, with fire-resistance-rated wall construction rated the same or greater than thefire-rated doors, and the following; Maximum Air Leakage: 3.0 cfm/sq ft (0.02 cu m/sec/sq m) of door opening at 0.10

inch w.g. (24.9 Pa) pressure, when tested in accordance with UL 1784 at bothambient and elevated temperatures.

Gasketing: Provide gasketing or edge sealing as necessary to achieve leakage limit. Label: Include the "S" label on fire-rating label of door.

Core Material: Manufacturers standard core material/construction in compliance withrequirements.

Door Thickness: 1-3/4 inch (44.5 mm), nominal. Door Finish: Factory finished.

Type 4, Sound-Rated Interior Doors: Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

Level 1 - Standard-duty. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4. Model 1 - Full Flush. Door Face Metal Thickness: 20 gage, 0.032 inch (0.8 mm), minimum.

Sound Transmission Class (STC) Rating of Door and Frame Assembly: STC of 35,calculated in accordance with ASTM E413, and tested in accordance with ASTM E90.

Core Material: Manufacturer's standard construction as required to meet acousticrequirements indicated.

Door Thickness: As required to meet acoustic requirements indicated. Door Finish: Factory finished. Sound Seals: Integral, concealed in door and/or frame. Opening Force of Sound-Rated Doors, Non-Fire Rated: 5 lbs (22.2 N), maximum, in

compliance with ADA Standards. HOLLOW METAL FRAMES

Comply with standards and/or custom guidelines as indicated for corresponding door inaccordance with applicable door frame requirements.

Frame Finish: Factory finished. Exterior Door Frames: Knock-down type.

Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordancewith ASTM A653/A653M, with A40/ZF120 coating.

Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum. Interior Door Frames, Non-Fire Rated: Full profile/continuously welded type.

Terminated Stops: Provide at interior doors; closed end stop terminated 6 inch (150 mm),maximum, above floor at 45 degree angle.

Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum. Door Frames, Fire-Rated: Full profile/continuously welded type.

Fire Rating: Same as door, labeled. Terminated Stops: Provide at interior doors; closed end stop terminated 6 inch (150 mm),

maximum, above floor at 45 degree angle. Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

Sound-Rated Door Frames: Knock-down type. Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

17003 / Pearl Street Brewery 08 - 3 OPENINGS

Frames for Wood Doors: Comply with frame requirements in accordance with correspondingdoor.

Mullions for Pairs of Doors: Removable type, with profile similar to jambs. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, and

as indicated on drawings. ACCESSORIES

Louvers: Roll formed steel with overlapping frame; finish same as door components;factory-installed.

FINISHES Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. Factory Finish: Complying with ANSI/SDI A250.3, manufacturer's standard coating.

SECTION 08 1416 - FLUSH WOOD DOORS DOORS AND PANELS

Doors: Refer to drawings for locations and additional requirements. Quality Standard: Custom Grade, Heavy Duty performance, in accordance with

AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise. Wood Veneer Faced Doors: 5-ply unless otherwise indicated.

Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction. Provide solid core doors at each location. Fire Rated Doors: Tested to ratings indicated on drawings in accordance with UL 10C -

Positive Pressure; Underwriters Laboratories Inc (UL) or Intertek/Warnock Hersey (WHI)labeled without any visible seals when door is open.

Sound Retardant Doors: Minimum STC of 50, calculated in accordance with ASTM E413,tested in accordance with ASTM E90.

DOOR AND PANEL CORES Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and

faces as indicated. Fire-Rated Doors: Mineral core type, with fire resistant composite core (FD), plies and faces as

indicated above; with core blocking as required to provide adequate anchorage of hardwarewithout through-bolting.

Sound Resistant Doors: Equivalent to type, with particleboard core (PC) construction with coreas required to achieve STC rating specified; plies and faces as indicated above.

DOOR FACINGS Veneer Facing for Transparent Finish: species as indicated on drawings, veneer grade in

accordance with quality standard indicated, plain sliced (flat cut), with book match betweenleaves of veneer, running match of spliced veneer leaves assembled on door or panel face.

DOOR CONSTRUCTION Fabricate doors in accordance with door quality standard specified. Factory machine doors for hardware other than surface-mounted hardware, in accordance with

hardware requirements and dimensions. Factory fit doors for frame opening dimensions identified on shop drawings, with edge

clearances in accordance with specified quality standard. FACTORY FINISHING - WOOD VENEER DOORS

Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -Finishing for grade specified and as follows: Transparent:

System - 5, Varnish, Conversion.

17003 / Pearl Street Brewery 08 - 4 OPENINGS

Factory finish doors in accordance with approved sample.SECTION 08 3323 - OVERHEAD COILING DOORS COILING DOORS

Fire-Rated Coiling Doors: Steel slat curtain; conform to ASTM E119 or UL 263. 1-1/2 hour fire rating. Finish: Primed. Locking Devices: Chain lock keeper on inside.

MATERIALS Curtain Construction: Interlocking slats. Guide Construction: Continuous, of profile to retain door in place with snap-on trim, mounting

brackets of same metal.SECTION 08 3513.13 - ACCORDION FOLDING DOORS ACCORDION FOLDING DOORS

Accordion Door, Type 1: Acoustical. Frame: ___ gage, ___ inch (___ mm) thick steel pantograph hinge plates; ____ inch

(____ mm) diameter vertical rods, galvanized; limiting mechanism; stacking straps andsnaps.

Surfacing: 22 gage, 0.0299 inch (0.76 mm) thick steel panels with sound absorbent liner. Finish: Vinyl coated fabric; Standard selection of color. Acoustic seals at top, meeting mullions, and jambs; inflatable bottom seals. Noise Isolation Class (NIC): 42, calculated in accordance with ASTM E413, based on

tests performed in accordance with ASTM E596. Trim: Jamb and meeting mullions; intermediate post.

Track: Formed steel; 1-1/4 x 1-1/4 inches (32 x 32 mm) size; thickness and profile designed tosupport loads; steel sub-channel.

Carriers: Nylon wheels on trolley carrier at top center of every second fold, with threadedpendant bolt for vertical adjustment.

FINISH MATERIALS Vinyl Coated Fabric: ASTM F793/F793M Category IV, polyvinyl fluoride finish.

SECTION 08 3613 - SECTIONAL DOORS STEEL DOOR COMPONENTS

Steel Doors: Flush steel, insulated; high lift operating style with track and hardware; complyingwith DASMA 102, Commercial application. Door Nominal Thickness: 2 inches (51 mm) thick. Exterior Finish: Factory finished with acrylic baked enamel; color as selected by Architect. Interior Finish: Factory finished with acrylic baked enamel; color as selected from

manufacturers standard line. Operation: Chain hoist.

Door Panels: Steel construction; outer steel sheet of 20 gage, 0.0359 inch (0.91 mm) minimumthickness, flush profile; inner steel sheet of 20 gage, 0.0359 inch (0.91 mm) minimum thickness,flat profile; core reinforcement ___ inch (___ mm) sheet steel roll formed to channel shape,rabbeted weather joints at meeting rails; polyurethane insulation.

DOOR COMPONENTS Track: Galvanized steel angles, 0.094 inch (2.4 mm) minimum thickness; 2-5/16 x 4 inch (59 x

102 mm) size, continuous one piece per side; galvanized steel mounting brackets 1/4 inch (6mm) thick.

17003 / Pearl Street Brewery 08 - 5 OPENINGS

Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller holders of galvanizedsteel; floating hardened steel bearing rollers, located at top and bottom of each panel, eachside.

Lift Mechanism: Torsion spring on cross head shaft, with braided galvanized steel lifting cables.SECTION 08 4013 - PROTECTIVE FRAMED GLAZING ASSEMBLIES EXTERIOR PROTECTIVE FRAMED GLAZING ASSEMBLIES

Provide factory fabricated, factory finished framing members with glazing and related flashings,anchorage and attachment devices.

Fire Performance: Provide hourly fire-resistance-rating as indicated; tested as an assemblyincluding glazing in compliance with ASTM E119 or UL 263 and requirements of localauthorities having jurisdiction. Acceptable evidence of compliance includes listing by UL (DIR), ITS (DIR), or testing

agency acceptable to authorities having jurisdiction. Water Penetration: No uncontrolled water on indoor face when tested as follows:

Test Pressure Differential: 10 pound-force per square foot (480 Pa). Test Method: ASTM E331.

Thermal Performance: Condensation Resistance Factor of Framing: 50, minimum, measured in accordance with

AAMA 1503. Overall U-value Including Glazing: 0.36 Btu/(hr sq ft deg F) (_____ W/(sq m K)),

maximum. INTERIOR PROTECTIVE FRAMED GLAZING ASSEMBLIES

Provide factory fabricated, factory finished framing members with glazing and related flashings,anchorage and attachment devices.

Structural Performance: Design to support dead loads and horizontal live loads equivalent tothe following; coordinate connection to main structural members. Design Live Loads: Comply with requirements of the following:

Measure performance by testing in accordance with ASTM E330/E330M, using testloads equal to 1.5 times the design loads and 10 second duration of maximumpressure.

Fire Performance: Provide hourly fire-resistance-rating as indicated; tested as an assemblyincluding glazing in compliance with ASTM E119 or UL 263 and requirements of localauthorities having jurisdiction. Acceptable evidence of compliance includes listing by UL (DIR), ITS (DIR), or testing

agency acceptable to authorities having jurisdiction. COMPONENTS

Framing Members: Formed steel structural members with aluminum cladding andnon-combustible thermally-resistive material as required for fire rating.

FINISHES Finishing: Apply factory finish to surfaces that will be exposed in completed assemblies. Aluminum Finish: Class I natural anodized. Color: To be selected by Architect from manufacturer's standard range.

SECTION 08 4313 - ALUMINUM-FRAMED STOREFRONTS STOREFRONT

Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing memberswith infill, and related flashings, anchorage and attachment devices. Glazing Rabbet: For 1 inch (25 mm) insulating glazing. Glazing Position: Centered (front to back).

17003 / Pearl Street Brewery 08 - 6 OPENINGS

Vertical Mullion Dimensions: 2 inches wide by 4-1/2 inches deep (50 mm wide by 114 mmdeep).

Finish: Class II natural anodized. Performance Requirements:

Wind Loads: Design and size components to withstand the specified load requirementswithout damage or permanent set, when tested in accordance with ASTM E330/E330M,using loads 1.5 times the design wind loads and 10 second duration of maximum load. Design Wind Loads: Comply with requirements of ASCE 7.

Water Penetration Resistance: No uncontrolled water on interior face, when tested inaccordance with ASTM E331 at pressure differential of 8 psf (390 Pa).

Air Leakage: Maximum of 0.06 cu ft/min sq ft (0.3 L/sec sq m) of wall area, when tested inaccordance with ASTM E283 at 6.27 psf (300 Pa) pressure differential across assembly.

Condensation Resistance Factor of Framing: 50, minimum, measured in accordance withAAMA 1503.

Overall U-value Including Glazing: 0.36 Btu/(hr sq ft deg F) (_____ W/(sq m K)),maximum.

COMPONENTS Swing Doors: Glazed aluminum.

Thickness: 1-3/4 inches (43 mm).SECTION 08 7100 - DOOR HARDWARE DESIGN AND PERFORMANCE CRITERIA

Provide specified door hardware as required to make doors fully functional, compliant withapplicable codes, and secure to extent indicated.

Provide door hardware products that comply with the following requirements: Applicable provisions of federal, state, and local codes. Fire-Rated Doors: NFPA 80, listed and labeled by qualified testing agency for fire

protection ratings indicated, based on testing at positive pressure in accordance withNFPA 252 or UL 10C.

Hardware on Fire-Rated Doors: Listed and classified by UL (DIR), ITS (DIR), testing firmacceptable to authorities having jurisdiction, or _____ as suitable for application indicated.

SECTION 08 8000 - GLAZING GLASS MATERIALS

Float Glass: Provide float glass based glazing unless noted otherwise. Annealed Type: ASTM C1036, Type I - Transparent Flat, Class 1 - Clear, Quality-Q3. Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT. Fully Tempered Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria. Tinted Type: ASTM C1036, Class 2 - Tinted, Quality-Q3, color and performance

characteristics as indicated. Wired Glass Type: ASTM C1036, Type II - Wired Flat Glass, Quality-Q5, color and

performance characteristics as indicated. Thicknesses: As indicated; provide greater thickness as required for exterior glazing wind

load design. INSULATING GLASS UNITS

Insulating Glass Units: Types as indicated. Durability: Certified by an independent testing agency to comply with ASTM E2190. Coated Glass: Comply with requirements of ASTM C1376 for pyrolytic (hard-coat) or

magnetic sputter vapor deposition (soft-coat) type coatings on flat glass; coated visionglass, Kind CV; coated overhead glass, Kind CO; or coated spandrel glass, Kind CS.

Edge Seal:

17003 / Pearl Street Brewery 08 - 7 OPENINGS

Dual-Sealed System: Provide polyisobutylene sealant as primary seal appliedbetween spacer and glass panes, and silicone, polysulfide, or polyurethane sealant assecondary seal applied around perimeter.

Type IG-1 - Insulating Glass Units: Vision glass, double glazed. Outboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick, minimum. Inboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick, minimum. Total Thickness: 1 inch (25.4 mm).

Type IG-3 - Insulating Glass Units: Spandrel glazing. Outboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick, minimum. Inboard Lite: Heat-strengthened float glass, 1/4 inch (6.4 mm) thick.

Opacifier: Ceramic frit, on #4 surface. Total Thickness: 1 inch (25.4 mm).

Type FRRG-1 - Fire Resistant Rated Glazing Provide fire resistant rated glazing as part of a fire resistant rated glazing system tested in

accordance with ASTM E119 or UL 263. Fire rating: As indicated on the drawings.

17003 / Pearl Street Brewery 09 - 1 FINISHES

DIVISION 09 - FINISHESSECTION 09 0561 - COMMON WORK RESULTS FOR FLOORING PREPARATION QUALITY ASSURANCE

Moisture and alkalinity (pH) testing will be performed by an independent testing agencyemployed and paid by Owner.

CONCRETE SLAB PREPARATION Perform following operations in the order indicated:

Existing concrete slabs (on-grade and elevated) with existing floor coverings: Visual observation of existing floor covering, for adhesion, water damage, alkaline

deposits, and other defects. Removal of existing floor covering.

Preliminary cleaning. Moisture vapor emission tests; 3 tests in the first 1000 square feet (100 square meters)

and one test in each additional 1000 square feet (100 square meters), unless otherwiseindicated or required by flooring manufacturer.

Internal relative humidity tests; in same locations as moisture vapor emission tests, unlessotherwise indicated.

Alkalinity (pH) tests; in same locations as moisture vapor emission tests, unless otherwiseindicated.

Specified remediation, if required. Patching, smoothing, and leveling, as required. Other preparation specified. Adhesive bond and compatibility test. Protection.

Remediations: Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this

condition before doing any other remediation; re-test after correction. Excessive Moisture Emission or Relative Humidity: If an adhesive that is resistant to the

level of moisture present is available and acceptable to flooring manufacturer, use thatadhesive for installation of the flooring; if not, apply remedial floor coating or remedialsheet membrane over entire suspect floor area.

Excessive Alkalinity (pH): If remedial floor coating is necessary to address excessivemoisture, no additional remediation is required; if not, if an adhesive that is resistant to thelevel present is available and acceptable to the flooring manufacturer, use that adhesivefor installation of the flooring; otherwise, apply a skim coat of specified patching compoundover entire suspect floor area.

SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES METAL FRAMING MATERIALS

Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of sizeand properties necessary to comply with ASTM C754 for the spacing indicated, with maximumdeflection of wall framing of L/120 at 5 psf (L/120 at 240 Pa).

Exterior Non-Loadbearing Studs and Furring for Application of Gypsum Board: As specified inSection 09 2216.

Shaft Wall Studs and Accessories: ASTM C645; galvanized sheet steel, of size and propertiesnecessary to comply with ASTM C754 and specified performance requirements.

Partition Head To Structure Connections: Provide track fastened to structure with legs ofsufficient length to accommodate deflection, for friction fit of studs cut short and fastened asindicated on drawings.

BOARD MATERIALS

17003 / Pearl Street Brewery 09 - 2 FINISHES

Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes tominimize joints in place; ends square cut. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. Glass mat faced gypsum panels as defined in ASTM C1658/C1658M, suitable for paint

finish, of the same core type and thickness may be substituted for paper-faced board. Unfaced fiber-reinforced gypsum panels as defined in ASTM C1278/C1278M, suitable for

paint finish, of the same core type and thickness may be substituted for paper-facedboard.

At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly;if no tested assembly is indicated, use Type X board, UL or WH listed.

Abuse Resistant Wallboard: Application: High-traffic areas indicated.

Backing Board For Wet Areas: One of the following products: Application: Surfaces behind tile in wet areas including tub and shower surrounds, shower

ceilings, and bathrooms. ANSI Cement-Based Board: Non-gypsum-based; aggregated Portland cement panels

with glass fiber mesh embedded in front and back surfaces complying with ANSIA108/A118/A136.1 or ASTM C1325.

ASTM Cement-Based Board: Non-gypsum-based, cementitious board complying withASTM C1288.

Backing Board For Non-Wet Areas: Water-resistant gypsum backing board as defined in ASTMC1396/C1396M; sizes to minimum joints in place; ends square cut. Application: Vertical surfaces behind thinset tile, except in wet areas. At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly;

if no tested assembly is indicated, use Type X board, UL or WH listed. Type: Regular and Type X, in locations indicated.

Ceiling Board: Special sag resistant gypsum ceiling board as defined in ASTM C1396/C1396M;sizes to minimize joints in place; ends square cut. Application: Ceilings, unless otherwise indicated.

Exterior Sheathing Board: As specified in Section 06 1000. ACCESSORIES

Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced. Thickness: To fit walls as indicated on drawings inch (_____ mm).

Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted otherwise. Joint Materials: ASTM C475/C475M and as recommended by gypsum board manufacturer for

project conditions. High Build Drywall Surfacer: Vinyl acrylic latex-based coating for spray application, designed to

take the place of skim coating and separate paint primer in achieving Level 5 finish. SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING FRAMING MATERIALS

Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of sizeand properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf (L/240 at 240 Pa).

Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. Tracks and Runners: Same material and thickness as studs, bent leg retainer notched to

receive studs with provision for crimp locking to stud. Furring and Bracing Members: Of same material as studs; thickness to suit purpose; complying

with applicable requirements of ASTM C754. Fasteners: ASTM C1002 self-piercing tapping screws.

17003 / Pearl Street Brewery 09 - 3 FINISHES

Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced. Thickness: tofit walls as indicated on drawings inch (____ mm).

SECTION 09 3000 - TILING TILE

Ceramic Mosaic Tile: ANSI A137.1, standard grade. Surface Finish: Unglazed.

Glazed Wall Tile: ANSI A137.1, standard grade. Surface Finish: High gloss.

Quarry Tile: ANSI A137.1, standard grade. Surface Finish: Unglazed.

Pressed Floor Tile: ANSI A137.1, standard grade. Surface Finish: Unglazed.

TRIM AND ACCESSORIES Ceramic Accessories: Glazed or Unglazed finish, same color and finish as adjacent field tile;

same manufacturer as tile. Pre-Formed Accessories To Be Covered with Tile: High density expanded polystyrene with

ANSI A118.10 waterproofing finish. Ceramic Trim: Matching bullnose, double bullnose, cove base, and cove ceramic shapes in

sizes coordinated with field tile. Non-Ceramic Trim: Satin brass anodized extruded aluminum, style and dimensions to suit

application, for setting using tile mortar or adhesive. Thresholds: Marble, white or gray, honed finish; 2 inches (51 mm) wide by full width of wall or

frame opening; 1/2 inch thick (12.7 mm thick); beveled one long edge with radiused corners ontop side; without holes, cracks, or open seams.

SETTING MATERIALS Latex-Portland Cement Mortar Bond Coat: ANSI A118.4, ANSI A118.15, or _____.

GROUTS Polymer Modified Grout: ANSI A118.7 polymer modified cement grout.

Applications: Use this type of grout where indicated and where no other type of grout isindicated.

ACCESSORY MATERIALS Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI A118.12; not

intended as waterproofing. Type: Fluid-applied.

SECTION 09 5100 - ACOUSTICAL CEILINGS ACOUSTICAL UNITS

Acoustical Units - General: ASTM E1264, Class A. Acoustical Panels Type 1: Painted mineral fiber, ASTM E1264 Type III, with the following

characteristics: Size: 24 by 24 inches (600 by 600 mm). Thickness: 3/4 inches (19 mm). Composition: Wet felted. Surface Color: To be selected by Architect from manufacturer's standard line. Surface Pattern: Perforated, regularly spaced large holes. Suspension System: Exposed grid.

Acoustical Panels Type 2: Plastic faced mineral fiber, ASTM E1264 Type IV, with the followingcharacteristics:

17003 / Pearl Street Brewery 09 - 4 FINISHES

Size: 24 by 24 inches (600 by 600 mm). Thickness: 3/4 inches (19 mm). Composition: Wet felted. Surface Color: To be selected by Architect from manufacturer's standard line. Surface Pattern: Perforated, regularly spaced large holes. Suspension System: Exposed grid.

SUSPENSION SYSTEM(S) Suspension Systems - General: Complying with ASTM C635/C635M; die cut and interlocking

components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips asrequired.

Exposed Steel Suspension System Type ____: Formed steel, commercial quality cold rolled;heavy-duty. Profile: Tee; 15/16 inch (24 mm) wide face. Construction: Double web. Finish: to be selected by architect from manufacturer's standard range of colors.

SECTION 09 6813 - TILE CARPETING MATERIALS

Tile Carpeting: Tufted, manufactured in one color dye lot. Tile Size: 18 by 18 inch (450 by 450 mm), nominal. Primary Backing Material: Polypropylene. Secondary Backing Material: Jute.

Roll Carpet: Same manufacturer, type, color and pattern, and face fiber characteristics ascarpet tile, ____ feet (____ m) wide, manufactured in same color dye lot as tile.

SECTION 09 7733 - GLASS FIBER REINFORCED PLASTIC PANELS PANEL SYSTEMS

Wall Panels: Panel Size: 4 by 8 feet (1.2 by 2.4 m). Panel Thickness: 0.10 inch (2.5 mm). Surface Design: Embossed. Color: White. Attachment Method: Adhesive only, sealant joints, no trim.

MATERIALS Panels: Glass fiber reinforced plastic (FRP), complying with ASTM D5319.

Surface Burning Characteristics: Maximum flame spread index of 25 and smokedeveloped index of 450; when system tested in accordance with ASTM E84.

SECTION 09 9000 - PAINTING AND COATING SECTION INCLUDES

Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished andunless otherwise indicated, including the following: Both sides and edges of plywood backboards for electrical and telecom equipment before

installing equipment. Elevator pit ladders. Exposed surfaces of steel lintels and ledge angles. Surfaces inside cabinets. Mechanical and Electrical:

In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated andexposed ducts, hangers, brackets, collars and supports, mechanical equipment, andelectrical equipment, unless otherwise indicated.

In finished areas, paint shop-primed items.

17003 / Pearl Street Brewery 09 - 5 FINISHES

On the roof and outdoors, paint all equipment that is exposed to weather or to view,including that which is factory-finished.

Do Not Paint or Finish the Following Items: Items fully factory-finished unless specifically so indicated; materials and products having

factory-applied primers are not considered factory finished. Items indicated to receive other finishes. Items indicated to remain unfinished. Fire rating labels, equipment serial number and capacity labels, and operating parts of

equipment. Floors, unless specifically so indicated. Glass. Concealed pipes, ducts, and conduits.

MANUFACTURERS Paints:

Base Manufacturer: Sherwin-Willimans or approved equal. Transparent Finishes:

PAINTS AND COATINGS - GENERAL Volatile Organic Compound (VOC) Content:

Provide coatings that comply with the most stringent requirements specified in thefollowing: 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for

Architectural Coatings. Ozone Transport Commission (OTC) Model Rule, Architectural, Industrial, and

Maintenance Coatings; www.otcair.org; specifically: Opaque, Flat: 50 g/L, maximum. Opaque, Nonflat: 150 g/L, maximum. Opaque, High Gloss: 250 g/L, maximum. Varnishes: 350 g/L, maximum.

Architectural coatings VOC limits of the State in which the Project is located. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59,

Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water addedat project site; or other method acceptable to authorities having jurisdiction.

Colors: As indicated on drawings PAINT SYSTEMS - EXTERIOR

Paint WE-OP-3L - Wood, Opaque, Latex, 3 Coat: Paint ME-OP-3A - Ferrous Metals, Unprimed, Alkyd, 3 Coat: Paint ME-OP-2A - Ferrous Metals, Primed, Alkyd, 2 Coat: Paint MgE-OP-3A - Galvanized Metals, Alkyd, 3 Coat:

PAINT SYSTEMS - INTERIOR Paint WI-OP-3L - Wood, Opaque, Latex, 3 Coat: Paint WI-TR-VS - Wood, Transparent, Varnish, Stain: Paint MI-OP-3A - Ferrous Metals, Unprimed, Alkyd, 3 Coat: Paint MI-OP-2A - Ferrous Metals, Primed, Alkyd, 2 Coat: Paint MgI-OP-3A - Galvanized Metals, Alkyd, 3 Coat: Paint GI-OP-3L - Gypsum Board/Plaster, Latex, 3 Coat:

Recommended HVAC Systems for Addition and Remodel Pearl Street Brewery

La Crosse, WI Design Conditions Outside Air: ASHRAE 97.5% Winter and 2.5% Summer for La Crosse, WI Inside Air: 68-72 degrees DB and 35-60% RH for all non-production spaces 60-80 degrees DB and 30-65% RH for production and industrial storage spaces Ventilation: ASHRAE 62.1-2016 version Basic Design Concept A. The basic HVAC concept shall be a closed loop heat pump system using multiple water-to-air

unitary heat pumps. B. The current configuration shall utilize a hot water boiler plant to add heat to the circulation

loop. Multiple boilers shall be incorporated with multiple 399 MBH boiler modules recommended, but not required. All boilers shall be condensing and suitable for entering water temperatures as low as 45 degrees. The boiler plant shall be configured with one module greater than the maximum calculated heating load.

C. Heat rejection shall be accomplished with multiple dry coolers. A minimum of two dry coolers shall be provided. No additional heat rejection capacity above maximum cooling load will be required.

D. A geothermal field may be provided in the future. All heat pumps shall be selected to utilize 30 degree fluid for winter heating.

E. Heat pumps shall be selected for 115 degree fluid temperature for summer cooling. F. Circulating fluid shall be 25% polypropylene glycol and 75% water. G. A minimum of two (2) circulating pumps shall be provided and may be designed for parallel

operation. Both pumps shall be controlled with variable speed motor drives based on system differential pressure. All heat pumps shall be equipped with motorized valves to stop fluid flow when no call for heating or cooling exists.

H. All sanitary exhaust systems serving toilet rooms, janitor closets, and similar spaces shall utilize enthalpy energy recovery with recovered energy being injected into outside air pathways. Multiple energy recovery units or a centralized energy recovery system may be used, at the Contractor’s option. Isolated, single-fixture toilet rooms may be exhausted directly without energy recovery.

I. Provide a DDC-based energy management system to control operation of the central plant equipment, all unitary heat pumps serving occupied spaces, and all energy recovery units. Unitary thermostats not connected to the energy management system may be used for single temperature equipment in production and storage areas.

J. Supplemental electric heat shall be selected and provided for: 1) All exterior vestibules. 2) All elevator shafts. 3) Stair S-7. 4) Toilets 124 and 125 Electric heat will be installed by others.

Tasting Room 1. Multiple, unitary heat pumps shall be used to serve this space. 2. Exposed paint-grip spiral ductwork shall be used for all air distribution. Ductwork painting by

others. 3. System shall operate as a single zone, constant volume system. 4. Assume equipment will be located on the floor in mechanical rooms to be determined. Banquet Room 1. One or multiple, unitary heat pumps shall be used to serve this space, at the Contractor’s

option. 2. Exposed paint-grip spiral ductwork shall be used for all air distribution. Ductwork painting by

others. 3. System shall operate as a single zone, constant volume system. 4. Assume equipment will be located on the floor in mechanical rooms to be determined. Kitchen Base Bid: Under the Base Bid, assume the Kitchen is a serving kitchen only. No cooking

equipment will be provided. 1. Provide a single unitary heat pump to serve this space. 2. Conventional rectangular ductwork to be concealed above a suspended ceiling. 3. System shall operate as a single zone, constant volume system. 4. Assume equipment will be located on the floor in mechanical rooms to be determined. Alternate Bid: Under the Alternate Bid, provide additional equipment to serve a full service kitchen as follows: 1. Include a Type 1 stainless steel hood, 8’ feet in length, nominal 2,000 CFM exhaust air volume,

with fire suppression system factory installed. Duct to the roof. 2. Include a dishwasher vapor hood, nominal 48” x 48” in size and 600 CFM exhaust air volume.

Duct to the roof. 3. Include a direct gas-fired make-up air unit sized to equal the kitchen hood air volume, located on

the roof and ducted to the kitchen. Connect 80% of the make-up air to a plenum mounted to the exhaust hood and the remainder to conventional ceiling diffusers. No cooling on the make-up will be required.

Performing Arts Center 1. In general, this space will not be served from the central plant equipment. 2. Provide one or more packaged rooftop units with natural gas heat and electric cooling. 3. The unit(s) shall be located on grade on the northwest side of the Stage and ductwork shall

enter the building into Storage 123. 4. Ductwork shall be exposed paint-grip spiral ductwork with final painting by others. Integrate

ductwork into the attic trusses.

5. Provide and install sound attenuators on both supply and return air ductwork connections to all rooftop equipment.

6. Rooftop units shall incorporate full enthalpy economizers with powered relief air pathways. 7. The system shall operate as a single zone, constant volume system. 8. Incorporate CO2 sensing to manage ventilation air to the space. Second Floor Office Suite 1. Provide a minimum of (3) unitary heat pumps to provide heating and cooling for this space.

Exact configuration to be determined at a later date. 2. Conventional ductwork may be used in this space. 3. Each heat pump to operate as a constant volume, single zone system. Apartment 1. Provide a single unitary heat pump to provide heating and cooling for this space. Exact

configuration to be determined at a later date. 2. Conventional ductwork may be used in this space. 3. Equip this system with a variable speed, residential heat pump. Production Spaces The following spaces shall be provided with separate heat pumps for independent temperature control: A. Shop 114 B. 03 Work 113 C. 03 Office 110 D. Lab 111 E. O3 Rec. 108 F. Incidental spaces adjacent to rooms may be served by these heat pumps as applicable. Fermenting, Bottling, Brew House (107A, 107B, 107C) and Specialty Brewing 100: 1. These spaces shall be heated and cooled with multiple, suspended unitary heat pumps installed

without ductwork. 2. Include no work for the brewing production as part of this project. Mill 101: 1. This space is a Class 1, Division 1 Hazardous Occupancy. No cooling will be installed. 2. Select and provide an electric unit heater with Class 1, Division 1 rating. Toilet Facilities within the Production Areas: 1. Equipment these spaces with one or more unitary heat pumps to maintain a minimum 65

degree and maximum 78 degree temperature. 2. These spaces shall be ventilated via a single energy recovery unit. The tempered make-up air

shall be discharged back into the brewing spaces.

3. Avoid ductwork within the brewing spaces as best possible. Basic Materials A. Standard galvanized steel constructed per SMACNA Standards shall be used throughout, except

for the Brewing Rooms and the Kitchen grease hood. Galvanizing shall be paint-grip where exposed.

B. Any ductwork within the Brewing Rooms shall be stainless steel. C. Circulating water shall be constructed with Schedule 40 black steel or Type L copper tubing.

Steel and copper shall be joined without dielectric protection. D. Provide and install isolation valves and manual balancing valves on all heat pumps. E. Circulating water shall not be insulated at this time.

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