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Lester Building Systems Pre-Engineered Building Systems
 
         
SECTION 13121
 
         
PRE-ENGINEERED BUILDING SYSTEMS
 
         
 
         
 
         
          ** NOTE TO SPECIFIER ** Lester Building Systems; pre-engineered wood framed metal clad industrial and agricultural buildings.
.
This section is based on the products of Lester Building Systems, which is located at:
1111 2nd Ave. S.
Lester Prairie, MN 55354
Toll Free Tel: 800-826-4439
Tel: 320-395-2531
Fax: 320-395-5393
Email: request info
Web: www.lesterbuildings.com
{ click Here } for additional information.

Lester Buildings is one of the largest manufacturers of engineered, wood frame building systems in the United States. Our buildings cover a broad range of customer needs, from simple pole barns to custom, one-of-a-kind structures... and everything in between. Nearly 140,000 Lester® buildings dot the American landscape today.
 
          PART 1GENERAL
 
          1.1SECTION INCLUDES
          ** NOTE TO SPECIFIER ** Delete items below not required for project.
 
          A.Provide pre-engineered building systems, including but not limited to primary and secondary structural framing systems, roofing, siding, roof and wall insulation, personnel doors, windows and accessories. Basis of design is the following system by Lester Building Systems:
          1.Uni-Frame I, clear span truss and embedded columns.
          2.Uni-Frame II, clear span truss and above grade columns on concrete foundation.
          3.Uni-Frame III, rafter roof framing with interior support columns.
          4.Town and Country I, clear span truss, embedded columns, 42 foot maximum width.
          5.Town and Country II, clear span truss, above grade columns on concrete foundation, 42 foot maximum width.
 
          1.2RELATED SECTIONS
          ** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required. Include only sections needed to clarify responsibility for work which might be unclear otherwise.
 
          A.Section 02300 - Earthwork: Building pad preparation.
 
          B.Section 03300 - Cast-in-Place Concrete: Foundations and floor slab.
 
          C.Section 08700 - Hardware: Door hardware and keying systems.
 
          1.3REFERENCES
          ** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.
 
          A.ASTM International:
          1.ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
          2.ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
          3.ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units.
          4.ASTM C523 - Method of Test for Light Reflectance of Acoustical Materials by the Integrating Sphere Reflectometer.
          5.ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.
          6.ASTM C991 - Standard Specification for Flexible Glass Fiber Insulation for Metal Buildings.
          7.ASTM C1036 - Standard Specification for Flat Glass.
          8.ASTM C1048 - Standard Specification for Heat-Treated Flat Glass—Kind HS, Kind FT Coated and Uncoated Glass.
          9.ASTM D523 - Standard Test Method for Specular Gloss.
          10.ASTM D3363 - Standard Test Method for Film Hardness by Pencil Test.
          11.ASTM D3462 - Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules.
          12.ASTM D3841 - Standard Specification for Glass-Fiber-Reinforced Polyester Plastic Panels.
          13.ASTM D4145 - Standard Test Method for Coating Flexibility of Prepainted Sheet.
          14.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
          15.ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials.
          ** NOTE TO SPECIFIER ** Post-frame construction is the primary structural frame that typically consists of a clear span truss supported by two columns. This primary framing system is supported by an interlocking system of purlins, girts, and sheathing. Loads are transferred to the ground through columns typically embedded in the ground or surface-mounted to a concrete or masonry foundation.
 
          1.4SYSTEM DESCRIPTION
 
          A.Structural Frame Design:
          ** NOTE TO SPECIFIER ** Delete framing system not required.
          1.Design shall be based on the building framing and enclosure Uni-Frame I as manufactured by Lester Building Systems.
          a.Type: Clear span roof truss.
          b.Maximum Width: 90 feet.
          c.Maximum Clear Height: 24 feet.
          d.Columns: Embedded in ground.
          e.Purlins: Recessed between trusses in galvanized steel joist hangers.
          2.Design shall be based on the building framing and enclosure Uni-Frame II as manufactured by Lester Building Systems.
          a.Type: Clear span roof truss.
          b.Maximum Width: 90 feet.
          c.Maximum Clear Height: 24 feet.
          d.Columns: Bolt to foundation.
          e.Purlins: Recessed between trusses in galvanized steel joist hangers.
          3.Design shall be based on the building framing and enclosure Uni-Frame III as manufactured by Lester Building Systems.
          a.Type: Rafter style roof framing with interior column lines.
          b.Maximum Width: 240 feet.
          c.Maximum Clear Height: 24 feet.
          d.Columns: Embedded in ground or bolted to foundation.
          e.Purlins: Recessed between trusses in galvanized steel joist hangers.
          4.Design shall be based on the building framing and enclosure Town and Country I as manufactured by Lester Building Systems.
          a.Type: Clear span roof truss.
          b.Maximum Width: 42 feet.
          c.Maximum Clear Height: 16.5 feet.
          d.Columns: Embedded in ground.
          e.Purlins: Factory dadoed and drilled 2x4 purlin above truss.
          5.Design shall be based on the building framing and enclosure Town and Country II as manufactured by Lester Building Systems.
          a.Type: Clear span roof truss.
          b.Maximum Width: 42 feet.
          c.Maximum Clear Height: 16.5 feet.
          d.Columns: Bolted to foundation.
          e.Purlins: Factory dadoed and drilled 2x4 purlin above truss.
 
          B.Dimensions:
          ** NOTE TO SPECIFIER ** Interior post spacing shall be on center, except for end bays which shall be from center of first interior bay post to the outside of endwall framing.
          1.Width: ______ feet ______ inches, outside to outside of primary or secondary wall framing.
          2.Length: ______ feet ______ inches, outside to outside of primary or secondary wall framing.
          3.Height: ______ feet ______ inches, clearance from top of floor to underside of truss or rafter.
          4.Roof Slope: ______:12 (units of rise per 12 units of run).
          5.Ceiling Slope: ______:12 (units of rise per 12 units of run).
 
          C.Structural Requirements:
          1.Building Code: International building Code (IBC) and ASCE-7, current edition.
          ** NOTE TO SPECIFIER ** Input code requirements and structural analysis.
          2.Design Loads:
          a.Ground Snow Load: ____ psf (____ MPa)
          b.Ground Exposure Factor: ______.
          c.Roof Load, Live load: ____ psf (____ MPa)
          d.Roof Dead Load: ____ psf (____ MPa)
          e.Ceiling Dead Load: ____ psf (____ MPa)
          f.Wind Load: Wind speed (3 sec gust): ____ mph (____ km/h)
          g.Seismic Load: ____
          h.Seismic Zone: ____
          i.Collateral Loads: Additional loads imposed by contract documents other than weight of building systems specified in this section.
          j.Combination Loads: Comply with Building Code.
          3.Structural Design:
          a.Perform calculations using diaphragm and/or frame analysis. Incorporate bracing as required.
          b.Comply with AF&PA "National Design Specification for Wood Construction (NDS)."
          c.Trusses:
          ** NOTE TO SPECIFIER ** Select l/240 below for trusses supporting flexible ceilings; l/360 for trusses supporting plaster ceilings. Delete deflection criteria not required.
          1)Limit deflection for live or snow loads to L/240 for trusses supporting ceilings and to L/180 for overhangs and trusses not supporting ceilings.
          2)Limit deflection for live or snow loads to L/360 for trusses supporting ceilings and to L/180 for overhangs and trusses not supporting ceilings.
          3)Comply with appropriate NDS and Truss Plate Institute (TPI) standards.
          ** NOTE TO SPECIFIER ** Include the following paragraph and subparagraphs if using uni-rib metal roof and/or wall panels. Delete panel application not required.
          d.Metal Wall and Roof Panels:
          1)Design in accordance with AISI "Specifications for the Design of Light-Gauge, Cold-Formed Steel Structural Members" and in accordance with sound engineering methods and practices.
          e.Plywood or Oriented Strand Board Sheathing: Comply with APA "Plywood Design Specification."
          f.Expansion/Contraction Provisions: Design roof attachment system to allow for expansion and contraction of metal roofing, due to seasonal temperature variations, without detrimental effect to the roof panels.
 
          1.5SUBMITTALS
 
          A.Submit under provisions of Section 01300.
 
          B.Product Data: Manufacturer's data sheets on each product to be used, including:
          1.Manufacturer's specifications and installation instructions for building components and accessories.
          2.Preparation instructions and recommendations.
          3.Storage and handling requirements and recommendations.
 
          C.Shop Drawings: Showing roof framing, cross sections, roof and wall covering and trim details and accessory and component details clearly indicating proper assembly.
 
          D.Structural Engineer Certification: Letter signed by a Professional/Structural Engineer, registered to practice in the jurisdiction of the project, verifying compliance with Snow Design Requirements. Letter shall reference specific dead loads, live loads, wind loads, tributary area load reductions (if applicable) collateral loads, seismic loads, end use categories, and governing building code including edition and load applications.
          ** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected.
 
          E.Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.
 
          F.Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.
 
          1.6QUALITY ASSURANCE
 
          A.Manufacturer Qualifications: Minimum ten years experience in producing pre-engineered wood buildings of the type specified.
 
          B.Installer Qualifications: Installer Qualifications: Minimum three years experience in erection of pre-engineered wood buildings of the type specified.
 
          C.Structural Engineer's Qualifications: Minimum of three years designing post frame structures; registered in the jurisdiction of the project.
 
          1.7DELIVERY, STORAGE, AND HANDLING
 
          A.Store products in manufacturer's unopened packaging until ready for installation. Follow manufacturer's recommended storage procedures. Do not allow steel siding and roofing to contact the ground.
 
          B.Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of authorities having jurisdiction.
 
          1.8PROJECT CONDITIONS
 
          A.Anticipate environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
 
          1.9WARRANTY
 
          A.Structural Design - Lifetime: Manufacturer warrants that the building designed by Lester will not experience an occurrence of structural failure or an occurrence of structural damage due to improper structural design (excepting ventilation systems) on account of weather conditions, such as wind, ice, and snow, as indicated on the Lester Sales Agreement, "Building Description Section". The foregoing warranty is limited to 50 years with respect to any Owner which is not an individual.
 
          B.Preservative Treated Materials: 50 years. Preservative treated lumber, including structural columns, are warranted by the original materials manufacturer against failures due to fungal decay and termite infestation.
 
          C.Roofing and Siding: The painted roofing and siding product, Lester UNI-RIB™, is warranted by the original materials manufacturer for 40 years from the date of shipment. (Refer to Warranty document for complete details.)
 
          D.Individual Building Products: Warranty for specific product from manufacturer.
 
          E.Installation Warranty: One year general installation warranty, five years against roof leaks.
 
          PART 2PRODUCTS
 
          2.1MANUFACTURERS
 
          A.Acceptable Manufacturer: Lester Building Systems, which is located at: 1111 2nd Ave. S. ; Lester Prairie, MN 55354; Toll Free Tel: 800-826-4439; Tel: 320-395-2531; Fax: 320-395-5393; Email: request info; Web: www.lesterbuildings.com
          ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.
 
          B.Substitutions: Not permitted.
 
          C.Requests for substitutions will be considered in accordance with provisions of Section 01600.
 
          2.2STRUCTURAL FRAMING
 
          A.Footings:
          1.Embedded Column Footings:
          a.Precast 4 by 17 inch diameter 4000 psi concrete footing pad.
          b.PrecastPlus augmented footing consisting of 4 by 17 inch diameter 4000 psi concrete footing pad resting on dry concrete mix of diameter and thickness specified in the shop drawings.
          c.Cast in place concrete footing of 3000 psi ready-mix concrete of size and thickness specified in the shop drawings.
          d.Other: ______.
          2.Column Foundation, Above Grade:
          a.Monolithic floating slab. Sized and reinforced as specified in the shop drawings.
          b.Pier and Beam. Sized and reinforced as specified in the shop drawings.
          c.Cast in place trenched wall foundation. Sized and reinforced as specified in the shop drawings.
          d.Cast in place frost wall and foundation. Sized and reinforced as specified in the shop drawings.
 
          B.Primary Framing:
          1.Columns:
          a.Treated Lumber Section:
          1)Lumber: No. 1 or Better Southern Yellow Pine, pressure treated with Chromated Copper Arsenate, Type III, to a retention of 0.6 pcf (9.6 kg/m3) and kiln dried after treating to 19 percent maximum moisture content.
          2)Fabrication: Laminate individual pieces using ring shank or wire feed nails per manufacturer's engineered nailing pattern. Fasteners shall have ASTM A153 galvanizing.
          b.Untreated Lumber Section:
          1)Lumber: Lumber: No. 1 or Better Southern Yellow Pine or Douglas Fir-Larch or other equivalent NDS approved species/grade kiln dried to 19 percent maximum moisture content.
          2)Fabrication: Laminate individual pieces using ring shank or wire feed nails per manufacturer's engineered nailing pattern.
          3)Grade and size shall be selected to support imposed loads within deflection limits.
          c.End Joint Connection of Treated and Untreated Sections: Factory fabricated finger joint.
          d.Configuration:
          1)Sidewall and Endwall Columns: 3 ply or 4 ply combining 2x4, 2x6, 2x8, or 2x10 (50x150, 50x200, 50x250 mm) dimension lumber as required by "Structural Design" requirements specified herein.
          2)Corner Columns: 2 ply or 3 ply 2x4, 2x6 or 2x8 (50x150, 50x200 mm) dimension lumber as required by "Structural Design" requirements specified herein.
          ** NOTE TO SPECIFIER ** UniFrame I and T&C I only. Delete if not required.
          e.Embedded Column Anchorage:
          1)Anchor blocks factory adhered to column base.
          2)Concrete collar pinned to column base with steel reinforcing rods.
          ** NOTE TO SPECIFIER ** UniFrame II and T&C II only. Delete if not required.
          f.Column on Concrete Foundation:
          ** NOTE TO SPECIFIER ** Delete one of the two following paragraphs.
          g.Provide "Wedge Bolt" drill in anchors per shop drawings.
          h.Provide cast-in-place anchors per shop drawings.
          2.Trusses: Comply with "Structural Design" and "Quality Assurance" requirements as specified herein.
          a.Comply with TPI "Design Specification for Metal Plate Connected Wood Trusses" and "Quality Standard for Metal Plate Connected Wood Trusses."
          b.Manufacturer shall have a third party inspection program to verify compliance with requirements of TPI.
          ** NOTE TO SPECIFIER ** Delete following if inspection agency stamp is not required.
          c.Stamp trusses with inspection agency identification.
 
          C.Secondary Framing:
          1.Purlins and Girts:
          a.Lumber: No. 2 or Better dimension lumber kiln dried to 19 percent maximum moisture content.
          b.Configuration: 2x4 or 2x6 (50x100, 50x150 mm) as required by "Structural Design" requirements specified herein.
          1)Girts: Size, grade and spacing to meet wind and deflection criterion.
          ** NOTE TO SPECIFIER ** Delete types not required.
          a)Face mounted to exterior side of column.
          b)Precision cut to fit between columns.
          c)Flush to exterior and interior faces.
          ** NOTE TO SPECIFIER ** Uni-Frame purlin. Delete if not required.
          2)Purlins: Precision cut to fit between trusses flush with top of top chord. Provide 20 gauge galvanized purlin saddle hangers.
          ** NOTE TO SPECIFIER ** Town and Country purlin. Delete if not required.
          3)Purlins: Factory drilled and dadoed to accept 3/16 inch diameter x 6 inch screw fastener and ensure building modularity.
          c.Spacing: As required by "Structural Design" requirements specified herein.
          ** NOTE TO SPECIFIER ** UniFrame I and T&C I only. Delete if not required.
          2.Splashplank:
          a.Lumber: No. 2 or Better Southern Yellow Pine, preservative treated, to a retention of 0.6 pcf (9.6 kg/m3) of copper napthenate.
          b.Configuration: 2x6 or 2x8 (50x 150 or 50x200 mm) dimension lumber. Milled S4S for single row and milled T&G for multiple rows.
          ** NOTE TO SPECIFIER ** UniFrame II and T&C II only. Delete if not required.
          3.Sill Plate:
          a.Lumber: No. 2 or Better Southern Yellow Pine, preservative treated, to a retention of 0.17 pcf (B2O3) borate (0.25 pcf disodium octaborate tetrahydrate DOT) and kiln dried after treating to 19 percent maximum moisture content.
          b.Configuration: 2x4 or 2x6 or 2x8 (50x10 or 50x150 or 50x200 or 50x250 mm) dimension lumber as required by "Structural Design" requirements specified herein.
          4.Bracing, Wall and Lateral Truss Type (where required by "Structural Design"):
          a.Lumber: No. 2 or Better dimension lumber.
          b.Configuration:
          c.2x4 or 2x6 (50x100, 50x150 mm) as required by "Structural Design" requirements specified herein.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.3METAL ROOFING
 
          A.Metal Roofing: UNI-RIB as manufactured by Lester Building Systems.
          1.Material and Finish:
          ** NOTE TO SPECIFIER ** Select G90 (Z275) or G60 (Z180) galvanized coating below for buildings housing livestock. Select G60 (Z180) for all other applications. Delete coating not required.
          a.29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G60 (Z180) zinc coating both sides, Triple Spot Test.
          b.29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G90 (Z275) zinc coating both sides, Triple Spot Test.
          c.26 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G60 (Z180) zinc coating both sides, Triple Spot Test.
          d.Exterior Surface Finish:
          1)Bonderize and provide baked on primer and Valspar Weather-X (silicone polyester) finish coat, 0.9 mil (0.023 mm) minimum dry film thickness.
          2)Gloss (60 Degrees): ASTM D523, 20 to 80.
          3)Pencil Hardness: ASTM D3363, F to 2H.
          4)T-Bend: ASTM D4145: 2T to 4T.
          e.Interior Surface Finish: Bonderized and baked on primer and polyester finish coat, 0.5 mil (0.013 mm) minimum dry film thickness.
          2.Configuration:
          a.Roll-formed; 36 inch (915 mm) coverage width. Provide panels covering up to 35 foot (10.5 m) lengths in single pieces.
          b.Four major corrugations, 7/8 inch (22 mm) high, spaced 12 inches (305 mm) on center with 3 minor corrugations, 1/8 inch (3mm) high, spaced 3 inches (76 mm) on center between each major corrugation.
          c.Form one outboard corrugation as overlapping corrugation.
          d.Form opposite outboard corrugation as underneath corrugation with full return leg to support side lap and a continuous anti-siphon drain channel.
          e.Factory cut to required length.
          3.Material and Finish: As shown on Erection Drawings, except as specified herein.
 
          B.Fasteners: Color coated No. 10 piercing screws with 1/4 inch (6 mm) hex head pre-assembled to 1/2 inch (13 mm) O.D. dome seal or bond seal galvanized steel and EPDM washers.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.4SHINGLE ROOFING
 
          A.Deck Materials: APA rated sheathing, thickness and span rating as required by "Structural Design" requirements specified herein.
 
          B.Underlayment: Mechanically attached, coated woven synthetic roofing underlayment for sloped roofs. TITANIUM UDL-30 as manufactured by Interwrap, Inc.
 
          C.Shingles: ASTM D 3462, 3-tab fiberglass self-sealing shingle with Underwriters Laboratories label for wind resistance and Class A fire rating.
          ** NOTE TO SPECIFIER ** Delete if not required.
          1.Color: As selected by Architect from manufacturer's standard color range.
          2.Color: ______
 
          D.Fasteners:
          1.Deck Material to Structural Framing: Nail type, size and spacing as required by "Structural Design" requirements specified herein.
          2.Shingles to Deck Material: Nails or staples of type recommended by the shingle manufacturer.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.5ROOFING ACCESSORIES
          ** NOTE TO SPECIFIER ** Following accessories are primarily applicable to buildings with metal roof panels. Edit and modify as required for shingle roofed buildings.
 
          A.Ridge Cap:
          ** NOTE TO SPECIFIER ** Delete type not required.
          1.Solid steel, painted.
          2.Translucent ridge light.
          ** NOTE TO SPECIFIER ** Verify required accessories below are shown on drawings, including necessary sizes, options, etc.
 
          B.Translucent Ridge Light: Clear Polylit, standard ridge profile, acrylic and polyester resins with gel coat UV protective layer.; ASTM D3841, minimum 8 ounces per square foot, 65 percent visible light transmission.
 
          C.Vents: Ridge vent, and/or low profile ridge ventilator as shown on Drawings.
 
          D.Cupola: Provide manufacturer's standard cupola or cupola and weathervane as shown on Drawings.
 
          E.Eave Overhang Fascia Flashing:
          1.Size: 12 inches nominal.
          2.Size: 24 inches nominal.
          3.Fascia Flashing Color: ______
          4.Vented Soffit Color: _______.
 
          F.End Overhang Fascia Flashing:
          1.Size: 12 inches nominal.
          2.Size: 24 inches nominal.
          3.Fascia Flashing Color: ______
          4.Vented Soffit Color: _______.
 
          G.Gutters and Downspouts: Provide manufacturer's standard gutters and downspouts as shown on Drawings.
 
          H.Closure Strips: Closed cell, 2 pcf density polyethylene foam, premolded to match configuration of panels.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.6SIDING
 
          A.Siding: UNI-RIB as manufactured by Lester Building Systems.
          1.Material and Finish:
          ** NOTE TO SPECIFIER ** Select G90 (Z275) or G60 (Z180) galvanized coating below for buildings housing livestock. Select G60 (Z180) for all other applications. Delete coatings not required.
          a.29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G60 (Z180) zinc coating both sides, Triple Spot Test.
          b.29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G90 (Z275) zinc coating both sides, Triple Spot Test.
          c.26 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G60 (Z180) zinc coating both sides, Triple Spot Test.
          d.Exterior Surface Finish:
          1)Bonderize and provide baked on primer and Valspar Weather-X (silicone polyester) finish coat, 0.9 mil (0.023 mm) minimum dry film thickness.
          2)Gloss (60 Degrees): ASTM D523, 20 to 80.
          3)Pencil Hardness: ASTM D3363, F to 2H.
          4)T-Bend: ASTM D4145: 2T to 4T.
          e.Interior Surface Finish: Bonderized and baked on primer and polyester finish coat, 0.5 mil (0.013 mm) minimum dry film thickness.
          2.Configuration:
          a.Roll-formed; 36 inch (915 mm) coverage width. Provide panels covering up to 35 foot (10.5 m) lengths in single pieces.
          b.Four major corrugations, 7/8 inch (22 mm) high, spaced 12 inches (305 mm) on center with 3 minor corrugations, 1/8 inch (3 mm) high, spaced 3 inches (76 mm) on center between each major corrugation.
          c.Form one outboard corrugation as overlapping corrugation.
          d.Form opposite outboard corrugation as underneath corrugation with full return leg to support side lap and a continuous anti-siphon drain channel.
          e.Factory cut to required length.
          ** NOTE TO SPECIFIER ** Miter cut gables apply to all gables between 3:12 and 5:12 inclusive. Delete otherwise.
          f.Factory miter cut gable ends.
          g.Material and Finish: As shown on Erection Drawings, except as specified herein.
          h.Fasteners: Color coated No. 10 piercing screws with 1/4 inch (6 mm) hex head pre-assembled to 1/2 inch (13 mm) O.D. dome seal or bond seal galvanized steel and EPDM washers.
 
          B.Siding: Stucco-Tek as manufactured by Stucco-Tek Inc.
          1.Material and Finish: 20 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G90 (Z275) zinc coating both sides, Triple Spot Test, roll formed.
          2.Configuration: Tongue and groove, concealed fasteners, 16 inch coverage.
          3.Trim: Textured, 24 gauge.
          4.Factory Finish: Epoxy primed, selected from manufacturer's standard colors.
          5.Field Finish: As selected.
 
          C.Siding: Moderra mortarless masonry as manufactured by Moderra Concrete Siding, a division of Alliance Concrete Concepts, Inc.
          ** NOTE TO SPECIFIER ** Delete types below not required.
          1.Standard Unit: Exterior dimension 0.88 square feet and a minimum of 2.25 inch thickness.
          2.Adjustor Unit: Exterior dimension 0.88 square feet and a minimum of 2.25 inch thickness.
          3.Corner Unit: Exterior dimension is 0.88 square feet and a minimum of 2.25 inch thickness.
          4.Sill Unit: Exterior dimension is 0.44 square feet and a minimum of 3.5 inches thickness.
          5.Color: As selected from manufacturer's standard colors.
          ** NOTE TO SPECIFIER ** Delete type below not required.
          6.Face Surface: Fractured rock face with a scored design.
          7.Face Surface: STRI pattern with a scored design.
          8.Performance: ASTM C90, C140, C145 with compressive strength of 4,000 psi, absorption 6 percent, unit height variance plus or minus 1/32 inch.
          9.Sill Attachment: Adhesive meeting the manufacturer's specifications.
          ** NOTE TO SPECIFIER ** Delete type below not required.
          10.Base Pad Material:
          a.Steel Angle: Minimum of 2 inches wide and 3 inches high and 1/4 inch thick, as engineered.
          b.Brick Ledge: Traditional brick ledge, level.
 
          D.Siding: Clear Polylit translucent wall panels as manufactured by Glasteel, a division of Stabilit America Inc.
          1.Type: Corrugated to match wall panel profile, 36 inch coverage.
          2.Material: Acrylic and polyester resins with gel coat UV protective layer, ASTM D3841, minimum 6 ounces per square foot, 65 percent visible light transmission.
 
          E.Siding: As selected by Architect.
 
          F.Siding Accessories:
          1.Wall Trim and Flashings: Provide manufacturer's standard pre-engineered wall trim and flashings.
          2.Louvers: Manufacturer's standard sheet metal unit with 1/2 inch (13 mm) hardware cloth screen, pre-finished enamel in color selected from Lester standard colors, 18 x 24 inch (457 x 610 mm) size.
          ** NOTE TO SPECIFIER ** Closure strips are optional. Delete below if not required.
          3.Closure Strips: Closed cell, 2 pcf (32 kg/m3) density polyethylene foam, premolded to match configuration of panels.
          4.Material and Finish: As shown on Erection Drawings, except as specified herein.
          ** NOTE TO SPECIFIER ** Select following insulation material(s) as desired. If more than one is used in a project, clearly note the areas and materials on the drawings. Additional r-values are available for most types; see manufacturer's product data. All insulations types are available in all building types. Delete insulation types not required.
 
          2.7INSULATION
 
          A.Blanket Insulation: ASTM C 665, Type I, Class A, Unfaced Fiberglass Blanket.
          ** NOTE TO SPECIFIER ** Delete R value not required.
          1.Thermal Resistance: R-11 (R-1.94).
          2.Thermal Resistance: R-19 (R-3.34).
          3.Thermal Resistance: R-30 (R-5.28).
          4.Physical Properties:
          a.Flame Spread, ASTM E 84: Less than 25.
          b.Smoke Developed, ASTM E 84: Less than 50.
 
          B.Blanket Insulation: ASTM C 665, Type II, Class C, Kraft Faced Fiberglass Blanket.
          ** NOTE TO SPECIFIER ** Delete R value not required.
          1.Thermal Resistance: R-11 (R-1.94).
          2.Thermal Resistance: R-19 (R-3.34).
          3.Thermal Resistance: R-24 (R-4.22).
          4.Physical Properties:
          a.Water Vapor Transmission, ASTM E 96, 1.00 Perm (57.45 ng/(Pa*s*m2) or less.
 
          C.Blanket Insulation: ASTM C 991, Type II, Preformed Poly-Scrim-Kraft-Faced Fiberglass Blanket, located between framing and exterior sheathing:
          1.Thermal Resistance: R-6 (R-1.06).
          2.Facing: 0.0015 inch white polypropylene film, fiberglass scrim reinforcement, and 12 lb. craft paper. 3 mil cross laminated high density polyethylene.
          3.Physical Properties:
          a.Flame Spread, ASTM E 84: Less than 25
          b.Smoke Developed, ASTM E 84: Less than 50
          c.Water Vapor Transmission, ASTM E 96: 0.02 Perms (1.15 ng/(Pa*s*m2).
          d.Light Reflectivity, ASTM C 523, illuminant D-6500: 87 percent.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.8INTERIOR FINISH - WALLS AND CEILINGS
 
          A.White Steel:
          ** NOTE TO SPECIFIER ** Delete types not required.
          1.Uni-Rib - 29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G60 (Z180) zinc coating both sides, Triple Spot Test.
          2.Uni-Rib - 29 Gauge, ASTM A 653 (A 653 M), Structural Quality, Grade 80 (550) (formerly Grade E), galvanized steel with G40 (Z120) zinc coating both sides, Triple Spot Test.
          3.Uni-Rib Acoustical panel - perforated to allow sound dissipation, ASTM A 653 steel, Structural Quality, Grade 80 (550) (formerly Grade E), with G90 (Z275) zinc coating both sides, Triple Spot Test.
          4.R-Panel (Ceiling Only) - 29 Gauge, ASTM A 653 steel, Structural Quality, Grade 80 (550) (formerly Grade E), with G40 (Z120) zinc coating both sides, Triple Spot Test.
 
          B.Fiber Reinforced Plastic (FRP):
          ** NOTE TO SPECIFIER ** Delete types not required.
          1.FRP Thickness: 0.035 inches.
          2.FRP Thickness: 0.060 inches.
          3.FRP Thickness: 0.075 inches.
          ** NOTE TO SPECIFIER ** Delete types not required.
          4.FRP Laminated to Substrate: 1/2 inch sanded OSB.
          5.FRP Laminated to Substrate: 5/8 inch sanded OSB.
          6.FRP Laminated to Substrate: 1/2 inch sanded plywood.
          7.FRP Laminated to Substrate: 5/8 inch sanded plywood.
          ** NOTE TO SPECIFIER ** Delete types not required.
          8.Seams: Caulked.
          9.Seams: Plastic Batten System.
          10.Color: As selected by Architect.
 
          C.High-Density Polypropylene (HDPE):
          ** NOTE TO SPECIFIER ** Delete types not required.
          1.HDPE Thickness: 0.035 inches.
          2.HDPE Thickness: 0.060 inches.
          3.HDPE Thickness: 0.075 inches.
          ** NOTE TO SPECIFIER ** Delete types not required.
          4.HDPE Laminated to Substrate: 1/2 inch sanded OSB.
          5.HDPE Laminated to Substrate: 5/8 inch sanded OSB.
          6.HDPE Laminated to Substrate: 1/2 inch sanded plywood.
          7.HDPE Laminated to Substrate: 5/8 inch sanded plywood.
          ** NOTE TO SPECIFIER ** Delete types not required.
          8.Seams: Caulked.
          9.Seams: Plastic Batten System.
          10.Color: As selected by Architect.
 
          D.Vinyl Panels:
          1.Type: Nu-Plank, 16 inches wide, 10 mm thickness, corrugated, smooth seamless, tongue and groove, concealed fastener, vinyl panel. High gloss bright white, UV protected, (class A fire rating) sanitary panel system.
          2.Color: White.
 
          E.Type: As selected by Architect.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.9PERSONNEL DOORS
 
          A.Steel Frame, Steel Clad, Hinged Doors: Commercial Series by AJ Manufacturing, www.ajdoor.com.
          ** NOTE TO SPECIFIER ** Delete types not required.
          1.Non-Thermally Broken Doors: Series 5100 doors, frames and hardware.
          a.Frame: 16 gauge, G60 galvanized, 50 ksi.
          1)Sill: Solid extruded aluminum, 0.062 inch minimum wall thickness, 1/2 inch low-profile, ADA compliant sill.
          2)Head: Solid extruded aluminum, 0.062 inch minimum wall thickness, field installed snap-in parting stop.
          3)Overall Frame Depth: 3-1/2 inches,.
          4)Weatherstripping: Field-installed, frame-mounted, dual seal, bulb and leaf, extruded Santoprene sides and head; bulb and wand Alcryn sweep bottom rail.
          b.Door Panel: 1-3/4 inches thick, pressure injected, 2.2 pcf polyurethane foam insulation, R-12, 24 gauge, G60 galvanized steel skin, both sides, rolled edges wrap into the stiles and rails. No perimeter frame.
          1)Rails and Stiles: Extruded aluminum rails and stiles, painted to match skins.
          2)Reinforcing: Extruded aluminum reinforcing blocks at lock, deadbolt, panic hardware and closer locations.
          3)Hardware Preparation: 2-3/4 inch backset with 2-1/8 inch diameter lock bore hole.
          2.Thermally Broken Doors: Series 7100 doors, frames and hardware.
          a.Frame: 16 gauge, G60 galvanized, 50 ksi.
          1)Sill: Thermally-broken extruded aluminum, 0.062 inch minimum wall thickness, 1/2 inch low-profile, ADA compliant sill.
          2)Head: Thermally-broken extruded aluminum, 0.062 inch minimum wall thickness, field installed snap-in parting stop.
          3)Overall Frame Depth: 3-1/2 inches.
          4)Weatherstripping: Field-installed, frame-mounted, dual seal, bulb and leaf, extruded Santoprene sides and head; bulb and wand Alcryn sweep bottom rail.
          b.Door Panel: 1-3/4 inches thick, pressure injected, 2.2 pcf polyurethane foam insulation, R-12. 24 gauge, G60 galvanized steel skin, both sides, rolled edges wrap into the stiles and rails. No perimeter frame.
          1)Rails and Stiles: Pultruded figerglass rails and tiles, painted to match skins.
          2)Reinforcing: High density molded urethane reinforcing blocks at lock, deadbolt, panic hardware and closer locations.
          3)Hardware Preparation: 2-3/4 inch backset with 2-1/8 inch diameter lock bore hole.
          3.Finish: Factory-painted siliconized polyester, manufacturer's standard color.
          4.Glazing:
          a.Glass: Float glass, ASTM C1036, Quality 1.
          b.Glass: Tempered glass, ASTM C1048.
          c.Glass: As selected by Architect.
          d.Door Lites: 22 by 22 inch lite, 3/4 inch double pane insulating glass with 1/2 inch air filled space.
          e.Door Lites: 22 by 36 inch lite, 3/4 inch double pane insulating glass with 1/2 inch air filled space.
          1)Grid: None.
          2)Grid: 3x3.
          3)Grid Color: White.
          4)Grid Color: Bronze.
          5)Grid Color: Brown.
          6)Grid Color: Clay.
          f.Door Lites: 22 by 64 inch lite, 3/4 inch double pane insulating glass with 1/2 inch air filled space.
          1)Grid: None.
          2)Grid: 3x5.
          3)Grid Color: White.
          4)Grid Color: Bronze.
          5)Grid Color: Brown.
          6)Grid Color: Clay.
          5.Grade 2 Commercial Hardware:
          a.Lever-Lever Lockset: Entry, privacy and passage models as applicable, satin chrome finish, 1/2 inch stainless steel latch bolt, anti-lockout feature.
          b.Deadbolt: Satin chrome finish, 1 inch hardened throwbolt, free spinning cylinder collar, double ball-bearing anti-drill design.
          c.Hinges: Three 4x4 stainless steel ball-bearing hinges with tamperproof pins.
          6.Installation Accessories:
          a.Corrugated Steel Siding:
          1)Steel J flashing at head, standard color.
          2)Steel C flashing at jambs, standard color.
          3)Sealant, Manus 75-A caulk, clear.
          4)Sealant, Manus 75-A caulk, color matched to siding.
          b.Vertical or Horizontal Wood or Vinyl Siding:
          1)Flexible bituminous self-adhesive flashing at head and jambs, 6 inches wide.
          2)Sealant, Manus 75-AM caulk, clear.
 
          B.Steel Frame, Steel Clad, Hinged Doors: Expi-Door Systems, Inc., www.bayindustries.com.
          1.Non-Thermally Broken Doors: Series 700 doors, frames and hardware.
          a.Frame: 16 gauge galvanized A60 with welded corners; 14 gauge galvanized A60 top and bottom channels, 7 gauge hinge reinforcement.
          1)Threshold: 5-3/4 inch full aluminum, ADA compliant.
          b.Door Panel: 18 gauge galvanized smooth skin, polystyrene core, beveled edge with interlocking seam.
          c.Weather Protection: Self-adhesive weather seal and U concealed sweep.
          d.Hardware: Schlage grade 2 lever lock and 3 stainless steel ball bearing hinges with tamperproof pins.
          2.Finish: Factory-painted siliconized polyester, manufacturer's standard color.
          3.Installation Accessories:
          a.Corrugated Steel Siding:
          1)Steel J flashing at head, standard color.
          2)Steel C flashing at jambs, standard color.
          3)Sealant, Manus 75-A caulk, clear.
          4)Sealant, Manus 75-A caulk, color matched to siding.
          b.Vertical or Horizontal Wood or Vinyl Siding:
          1)Flexible bituminous self-adhesive flashing at head and jambs, 6 inches wide.
          2)Sealant, Manus 75-AM caulk, clear.
          ** NOTE TO SPECIFIER ** Delete if not required.
 
          2.10ALUMINUM WINDOWS
 
          A.Aluminum Windows: Thermally broken aluminum frame, 0.050 inch minimum wall thickness, screw fastened and sealed, electrostatically baked enamel finish, factory-assembled by AJ Manufacturing, www.ajdoor.com.
          ** NOTE TO SPECIFIER ** Delete types not required.
          1.Single-Hung Windows: Series 500 windows.
          a.Balance: Easy open block and tackle balancing system.
          b.Sash: Removable fiberglass screen, removable operating sash to allow cleaning from inside of building.
          c.Glazing Seal: Marine glazing sealed with flexible vinyl U-channel.
          d.Glass: 13/16 inch thick insulated glass units.
          e.Internal Grid: White.
          f.Internal Grid: Brown.
          g.Internal Grid: Bronze.
          h.Internal Grid: Clay.
          i.Weatherstripping: Nonabsorbent woven polypropylene pile, factory water tested.
          j.Locking System: Painted, zinc die cast, cam-type sash locks.
          2.Single-Sliding Windows: Series 900 windows.
          a.Sill: Self-cleaning sloped sill.
          b.Rollers: Nylon sash support rollers.
          c.Sash: Removable fiberglass screen, removable operating sash to allow cleaning from inside of building.
          d.Glazing Seal: Marine glazing sealed with flexible vinyl U-channel.
          e.Glass: 5/8 inch thick insulated glass units.
          f.Internal Grid: White.
          g.Internal Grid: Brown.
          h.Internal Grid: Bronze.
          i.Internal Grid: Clay.
          j.Weatherstripping: Nonabsorbent woven polypropylene pile, factory water tested.
          k.Locking System: Painted, zinc die cast, cam-type sash locks.
          3.Fixed Windows: Series 905 windows.
          a.Glazing Seal: Gasketed Glazing.
          b.Glass: 1 inch thick insulated glass units.
          c.Internal Grid: White.
          d.Internal Grid: Brown.
          e.Internal Grid: Bronze.
          f.Internal Grid: Clay.
          4.Finish: Electrostatically coated, baked enamel finish, AAMA 2605, manufacturer's standard color.
          5.Installation Accessories:
          a.Corrugated Steel Siding: EZ-fit self-flashing kit, factory-applied enamel finish.
          b.Vertical or Horizontal Wood or Vinyl Siding: Integral nail-fin.
          c.Flashing/Sealant Tape: 6 inch wide by 0.040 inch thick aluminum-foil-backed, self-adhesive, self-sealing flexible flashing, UV resistant.
 
          B.Aluminum Windows: As selected by Architect.
 
          2.11JOINT SEALANT MATERIALS
 
          A.Sealant: Manus 75-A for applications that will not be painted, contains no solvents or isocyanates, non-yellowing.
          ** NOTE TO SPECIFIER ** Delete color not required.
          1.Color: Clear.
          2.Color: White.
          3.Color: Bronze.
          4.Color: Use white or bronze color for nearest match to adjacent substrate.
 
          B.Sealant: Manus 75-AM for applications that will be painted, contains no solvents or isocyanates, non-yellowing.
          ** NOTE TO SPECIFIER ** Delete color not required.
          1.Color: Clear.
          2.Color: White.
          3.Color: Bronze.
          4.Color: Use white or bronze color for nearest match to adjacent substrate.
 
          C.Tape Sealant: Manus-Bond 64-A Polysul Grip tape.
 
          2.12COMPONENT COLOR:
 
          A.Siding Panels: Items with an asterisk meet Energy Star reflectivity standards. The plus symbol indicates 26 gauge is available.
          ** NOTE TO SPECIFIER ** Delete color for component not required.
          1.As selected by Architect from manufacturer's standard color range.
          2.Antique Brown +
          3.Barn Red *
          4.Black
          5.Bone White
          6.Burgundy +
          7.Clay + *
          8.Dark Blue
          9.Earth Brown *
          10.Evergreen + *
          11.Pebble Beige + *
          12.Pewter Gray + *
          13.Quaker Gray
          14.Rawhide *
          15.Sandstone *
          16.Slate Blue *
          17.White + *
          ** NOTE TO SPECIFIER ** Delete if shingled roof scheduled.
 
          B.Roof Panels: Items with an asterisk meet Energy Star reflectivity standards. The plus symbol indicates 26 gauge is available.
          ** NOTE TO SPECIFIER ** Delete color for component not required.
          1.As selected by Architect from manufacturer's standard color range.
          2.Antique Brown +
          3.Barn Red *
          4.Black
          5.Bone White
          6.Burgundy +
          7.Clay + *
          8.Dark Blue
          9.Earth Brown *
          10.Evergreen + *
          11.Pebble Beige + *
          12.Pewter Gray + *
          13.Quaker Gray
          14.Rawhide *
          15.Sandstone *
          16.Slate Blue *
          17.White + *
 
          C.Eaves/Soffit:
          ** NOTE TO SPECIFIER ** Delete color for component not required.
          1.As selected by Architect from manufacturer's standard color range.
          2.Antique Brown
          3.Barn Red
          4.Black
          5.Bone White
          6.Burgundy
          7.Clay
          8.Dark Blue
          9.Earth Brown
          10.Evergreen
          11.Pebble Beige
          12.Pewter Gray
          13.Quaker Gray
          14.Rawhide
          15.Sandstone
          16.Slate Blue
          17.White
 
          D.Wainscot:
          ** NOTE TO SPECIFIER ** Delete color for component not required.
          1.As selected by Architect from manufacturer's standard color range.
          2.Antique Brown
          3.Barn Red
          4.Black
          5.Bone White
          6.Burgundy
          7.Clay
          8.Dark Blue
          9.Earth Brown
          10.Evergreen
          11.Pebble Beige
          12.Pewter Gray
          13.Quaker Gray
          14.Rawhide
          15.Sandstone
          16.Slate Blue
          17.White
 
          E.Doors:
          ** NOTE TO SPECIFIER ** Delete color for component not required.
          1.As selected by Architect from manufacturer's standard color range.
          2.Antique Brown
          3.Barn Red
          4.Black
          5.Bone White
          6.Burgundy
          7.Clay
          8.Dark Blue
          9.Earth Brown
          10.Evergreen
          11.Pebble Beige