V egetative roof shall be installed per requirements in FM Data Sheet 1-35 criteria except as indicated in the building code. Wind load design criteria shall be in accordance with ASCE 7
END OF SECTION 053100
PART 1 GENERAL
1.01 SECTION INCLUDES A. Prefabricated stairs.
B. Handrails and guards.
1.02 RELATED REQUIREMENTS
A. Section 033000 - Cast-in-Place Concrete: Placement of metal anchors in concrete.
1.03 REFERENCE STANDARDS
A. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2014.
B. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric); 2013.
C. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015, with Errata (2016).
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories.
1. Include the design engineer's seal and signature on each sheet of shop drawings.
1.05 QUALITY ASSURANCE
A. Structural Designer Qualifications: Professional Structural Engineer experienced in design of this work and licensed in Commonwealth of Virginia, or personnel under direct supervision of such an engineer.
PART 2 PRODUCTS
2.01 PREFABRICATED STAIRS
A. Alternating Tread Stairs: Welded metal unit; factory fabricated to the greatest degree possible.
1. Design Requirements:
a. Stair Load Capacity: Support the following without exceeding the allowable working stress of the material.
1) Single Point Load: 1000 pounds.
2) Distributed Load: 100 pounds per square foot.
b. Guardrail and Handrail Capacity: Support the following without exceeding the allowable working stress of the material.
1) Single Point Load: 200 pounds.
2) Distributed Load: 50 pounds per linear foot.
c. Support the following without exceeding the allowable working stress of the material.
1) Single Point Load: 1000 pounds.
2) Distributed Load: 100 pounds per square foot.
2. Materials: Aluminum; ASTM B221 (ASTM B221M), 6063 alloy, T52 temper.
a. Stair Angle: 56 degrees,
b. Components: Manufacturer's standard handrails, guardrails, non-skid treads and stringers.
c. Finish: Manufacturer's standard safety yellow powder coat.
d. Accessories: Manufacturer's standard foot divider with rubber bumper strip.
2.02 HANDRAILS AND GUARDS A. Guards:
1. Top Rails: Round pipe or tube rails unless otherwise indicated.
a. Horizontal Spacing: As indicated on drawings.
b. Mounting: Welded to top surface of stringer.
PART 3 EXECUTION 3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
3.02 PREPARATION
A. Supply items required to be cast into concrete and embedded in masonry with setting templates.
3.03 INSTALLATION
A. Install components plumb and level, accurately fitted, free from distortion or defects.
B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.
C. Provide welded field joints where specifically indicated on the the shop drawings. Perform field welding in accordance with AWS D1.1/D1.1M.
D. Other field joints may be either welded or bolted provided the result complies with the limitations specified for jointing quality levels.
E. Obtain approval prior to site cutting or creating adjustments not scheduled.
F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete.
END OF SECTION
PART 1 GENERAL
1.01 SECTION INCLUDES A. Roof-mounted curbs.
B. Roofing nailers.
C. Fire retardant treated wood materials.
1.02 REFERENCE STANDARDS
A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a.
B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2018.
C. AWPA U1 - Use Category System: User Specification for Treated Wood; 2017.
D. PS 20 - American Softwood Lumber Standard; 2015.
E. SPIB (GR) - Grading Rules; 2014.
1.03 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1. Species: Southern Pine, unless otherwise indicated.
2. 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 the specified requirements.
3. 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 service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.
2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS
A. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR).
B. Sizes: Nominal sizes as indicated on drawings, S4S.
C. Moisture Content: S-dry or MC19.
D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No. 2 or Standard Grade.
2. Boards: Standard or No. 3.
2.03 ACCESSORIES
A. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere.
for wood treatments determined by use categories, expected service conditions, and specific applications.
1. Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements.
B. Fire Retardant Treatment:
1. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low temperature (low hygroscopic) type, chemically treated and pressure impregnated;
capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood.
b. All wood rough carpentry items are to be fire retardant treated.
c. Do not use treated wood in applications exposed to weather or where the wood may become wet.
PART 3 EXECUTION
3.01 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.
3.02 ROOF-RELATED CARPENTRY
A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation.
B. Provide wood curb at all roof openings except where specifically indicated otherwise. Form corners by alternating lapping side members.
END OF SECTION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Elastomeric roofing membrane, mechanically fastened conventional and adhered conventional application.
B. Insulation, flat and tapered.
C. Flashings.
D. Roofing cant strips, stack boots, and walkway pads.
1.02 REFERENCE STANDARDS
A. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2018a.
B. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane; 2015.
C. NRCA (WM) - The NRCA Waterproofing Manual; 2005.
D. UL (DIR) - Online Certifications Directory; Current Edition.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating membrane materials, flashing materials, insulation, vapor retarder, surfacing, and fasteners.
C. Shop Drawings: Indicate joint or termination detail conditions and conditions of interface with other materials.
D. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention.
E. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original containers, dry and undamaged, with seals and labels intact.
B. Store materials in weather protected environment, clear of ground and moisture.
C. Ensure storage and staging of materials does not exceed static and dynamic load-bearing capacities of roof decking.
D. Protect foam insulation from direct exposure to sunlight.
1.05 FIELD CONDITIONS
A. Do not apply roofing membrane during unsuitable weather.
B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 95 degrees F, unless approved by the manufacturer.
C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.
D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
E. Schedule applications so that no partially completed sections of roof are left exposed at end of workday.
A. Elastomeric Membrane Roofing: One ply membrane, fully adhered, over insulation.
B. Roofing Assembly Requirements:
1. Roof Covering External Fire Resistance Classification: UL (DIR) certified Class A.
2. Insulation Thermal Resistance (R-Value): 3 per inch, minimum; provide insulation of thickness required.
C. Acceptable Insulation Types - Tapered Application:
1. Tapered polyisocyanurate board.
2.02 ROOFING MEMBRANE AND ASSOCIATED MATERIALS
A. Membrane: Ethylene-propylene-diene-monomer (EPDM); externally reinforced with fabric;
complying with minimum properties of ASTM D4637/D4637M.
1. Thickness: 0.090 inch (90 mil).
2. Sheet Width: 76 inch, minimum; factory-fabricate into largest sheets possible.
3. Color: Black.
B. Seaming Materials: As recommended by membrane manufacturer.
C. Flexible Flashing Material: Same material as membrane.
2.03 INSULATION
A. Polyisocyanurate (ISO) Board Insulation: Rigid cellular foam, complying with ASTM C1289.
1. Classifications:
a. Type II:
1) Class 1 - Faced with glass fiber reinforced cellulosic felt facers on both major surfaces of core foam.
2) Compressive Strength: Classes 1-2-3, Grade 3 - 25 psi (172 kPa), minimum.
3) Thermal Resistance, R-value: At 1-1/2 inch thick; Class 1, Grades 1-2-3 - 8.4 (1.48) at 75 degrees F.
2. Board Size: 48 by 96 inch.
3. Board Thickness: 1.5 inch.
4. Tapered Board: Slope to match existing; minimum thickness 0.5 inch; fabricate of fewest layers possible.
2.04 ACCESSORIES
A. Membrane Adhesive: As recommended by membrane manufacturer.
B. Surface Conditioner for Adhesives: Compatible with membrane and adhesives.
C. Thinners and Cleaners: As recommended by adhesive manufacturer, compatible with membrane.
D. Insulation Adhesive: As recommended by insulation manufacturer.
E. Strip Reglet Devices: Galvanized steel, maximum possible lengths per location, with attachment flanges.
F. Sealants: As recommended by membrane manufacturer.
G. Walkway Pads: Suitable for maintenance traffic, contrasting color or otherwise visually distinctive from roof membrane.
1. Composition: Roofing membrane manufacturer's standard.
2. Size: 18 by 18 inch.
3. Surface Color: Black.
A. Verify that surfaces and site conditions are ready to receive work.
B. Verify deck is supported and secure.
C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system.
D. Verify deck surfaces are dry and free of snow or ice.
E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips are in place.
3.02 INSULATION - UNDER MEMBRANE
A. Attachment of Insulation: Embed insulation in adhesive in full contact, in accordance with roofing and insulation manufacturers' instructions.
B. Lay subsequent layers of insulation with joints staggered minimum 6 inch from joints of preceding layer.
C. Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions.
D. On metal deck, place boards parallel to flutes with insulation board edges bearing on deck flutes.
E. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.
F. Do not apply more insulation than can be covered with membrane in same day.
3.03 MEMBRANE APPLICATION
A. Apply elastomeric membrane roofing system in accordance with manufacturer's recommendations and NRCA (WM) applicable requirements.
B. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.
C. Shingle joints on sloped substrate in direction of drainage.
D. Fully Adhered Application: Apply adhesive to substrate at rate of manufacturer's required gal/square. Fully embed membrane in adhesive except in areas directly over or within 3 inches of expansion joints. Fully adhere one roll before proceeding to adjacent rolls.
E. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge.
F. At intersections with vertical surfaces:
1. Extend membrane over cant strips and up a minimum of 6 inches onto vertical surfaces.
2. Fully adhere flexible flashing over membrane and up to nailing strips.
3. Secure flashing to nailing strips at 4 inches on center.
4. Insert flashing into reglets and secure.
G. Around roof penetrations, seal flanges and flashings with flexible flashing.
H. Coordinate installation of roof pipe supports, crossover supports, and related flashings.
3.04 CLEANING
A. See Section 017419 - Construction Waste Management and Disposal, for additional requirements.
B. Remove bituminous markings from finished surfaces.
C. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and comply with their documented instructions.
D. Repair or replace defaced or damaged finishes caused by work of this section.
B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials.
END OF SECTION
PART 1 GENERAL
1.01 SECTION INCLUDES A. Pallet storage racks.
1.02 RELATED REQUIREMENTS
A. Section 017800 - Closeout Submittals: Project record documents, operation and maintenance (O&M) data, warranties and bonds.
1.03 REFERENCE STANDARDS
A. 29 CFR 1910 - Occupational Safety and Health Standards; current edition.
B. ANSI MH16.1 - Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks; 2012.
C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.
D. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a.
E. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and
Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength;
2018.
F. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015, with Errata (2016).
G. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).
H. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of the work of this section; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Materials and details of design and construction. Include system components, accessories, and substrate preparation recommendations.
C. Shop Drawings: Indicate locations, type and layout of pallet racks, and erection sequence.
Include lengths, heights, and aisle layout, and relationship (and connections, if any) to adjacent construction. Indicate configuration, and method of installation of decking units.
D. Design Data: Provide design calculations, bearing seal and signature of structural engineer licensed to practice in Commonwealth of Virginia, showing load application and rack configuration(s).
E. Designer's Qualification Statement.
F. Project Record Documents: Record actual locations and initial configuration of racks in the project.
1.06 QUALITY ASSURANCE
A. Designer Qualifications: Perform design under direct supervision of a Professional Engineer experienced in design of this type of work and licensed in Commonwealth of Virginia.
1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver all items to project site in packaging.
B. Inspect for dents, scratches, or other damage.
manufacturer's unopened packaging until ready for installation.
D. Store rack system components, accessories and installation anchors and fasteners under cover and elevated above grade.
1.08 WARRANTY
A. See Section 017800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective Work within a two year period after Date of Substantial Completion.
1. Failures include, but are not limited to, the following:
a. Deterioration of metals, metal finishes, and other materials beyond normal wear.
PART 2 PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
A. Delegated Design: Engage a qualified professional engineer, licensed in Commonwealth of Virginia to design storage systems.
B. Structural Performance: Provide pallet systems capable of safely supporting loads as indicated below.
1. Design in compliance with applicable requirements of 2015 Virginia Construction Code, including any amendments made by Commonwealth of Virginia.
C. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.
D. Safety and Loading Performance: Comply with requirements of ANSI MH16.1.
2.02 SYSTEMS AND COMPONENTS
A. General: Provide manufacturer's standard storage shelving systems and components.
B. Where components are not explicitly indicated, provide manufacturer's standard components as required for a complete system.
2.03 PALLET RACK TYPES
A. Pushback Rack: One continuous row of units joined together and side-to-side, to be serviced by one service aisle, four pallets deep.
2.04 STEEL PALLET RACKS
A. Pallet Racks: Rack system consisting of upright frames, and beams with integral locking devices for bolted connection to frame columns.
1. Structural Columns: Bolted-beams application steel channel complying with ASTM A36/A36M; 4 inch nominal depth; weight-per-foot as required by structural design calculations.
a. Connection holes on column face, on 2 inch centers for bolts and nuts complying with ASTM F3125/F3125M.
2. Pallet Beams:
a. Steel Structural Channel Beams: Manufacturer's standard, with fully-welded end-plates; size selected to safely carry design loads.
b. Beam Locking Devices: Manufacturer's standard pins, bolts or other mechanisms that resist disengagement of beam from its supports.
3. Bases: Manufacturer's heavy-duty bases; fully-welded to columns in compliance with requirements of AWS D1.1/D1.1M; size and thickness as required by loads.
4. Horizontal and Diagonal Bracing: Manufacturer's standard, sized and configured to provide required stability and minimize sway, selection of members determined by structural design calculations.
B. Storage Positions:
1. Number of Aisles and Storage Lanes: As indicated on drawings.
2. Sizes:
a. Types All: 3,000 pounds per pallet position.
4. Pushback Cart System: Manufacturer's standard telescoped cart system designed for 'Last-in, First-out' picking.
a. Structural steel shapes used for cart, track rails, and beams.
b. Inclined (3 percent) track rails, with lift-out prevention guides.
c. Multi-Purpose Push Plates: One per loading lane. Designed to act as height gage, end stop, and full-lane indicator. Fastened to the frontmost cart.
1) Color: Safety Yellow, complying with requirements of 29 CFR 1910, Subpart J, Standard 1910.144(a)(3).
d. Nested Carts: Four-sided, rigid-box, heavy-duty construction.
1) Cart-Linkage/Interlock System: Welded-on guides on rails to prevent lateral dislodgement of carts.
2) Welded-on lift-out protectors.
3) Flanged hardened steel wheels with sealed, self-lubricating, heavy-duty bearings.
4) Load Capacity: 3,000 pounds per pallet position.
e. Guide Rail Support Beams: Angle- or tube-shaped. Front, intermediate and rear beams, as required for depth of system.
2.05 ACCESSORIES
A. Column Protector Guards: Manufacturer's standard, independently-mounted.
1. Color: Safety Yellow, complying with requirements of 29 CFR 1910, Subpart J, Standard 1910.144(a)(3).
B. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M.
2.06 MATERIALS
A. Steel Sections and Plates: ASTM A36/A36M.
B. Bolts, Nuts, and Washers: ASTM A325 (ASTM A325M), Type 1, galvanized to ASTM A153/A153M where connecting galvanized components.
C. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction.
D. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction.
2.07 FINISHES - STEEL
A. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard two-coat finish consisting of prime coat applied as per SSPC-Paint 15 or SSPC-Paint 20 requirements, and a thermosetting topcoat to achieve a minimum dry film thickness of 2 mils, 0.002 inch.
B. Color and Gloss: As selected by Architect from manufacturer's full range.
PART 3 EXECUTION