Technical Exhibit M-Div 12 FURNISHINGS 23 May 2023.pdf

MOTCO Job Order Contract (SATOC) 2487

SECTION TABLE OF CONTENTS

DIVISION 12 - FURNISHINGS

SECTION 12 21 00

WINDOW BLINDS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 CERTIFICATIONS

1.4.1 Window Blinds

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

PART 2 PRODUCTS

2.1 WINDOW BLINDS

2.1.1 Horizontal Blinds

2.1.1.1 Head Channel and Slats

2.1.1.2 Controls

2.1.1.3 Intermediate Brackets

2.1.1.4 Bottom Rail

2.1.1.5 Braided Ladders

2.1.1.6 Hold-Down Brackets

2.1.2 Light Control and Privacy Blinds

2.1.3 Vertical Blinds

2.1.3.1 Louvers

2.1.3.2 Carriers

2.1.3.3 Headrail System

2.1.3.4 Valance

2.1.3.5 Controls

2.1.3.6 Connectors and Spacers

2.1.3.7 Intermediate Brackets

2.2 COLOR

PART 3 EXECUTION

3.1 EXAMINATION

3.2 WINDOW TREATMENT PLACEMENT SCHEDULE

3.3 INSTALLATION

3.4 CLEAN-UP

-- End of Section Table of Contents --

SECTION 12 21 00 Page 1

SECTION 12 21 00

WINDOW BLINDS

PART 1 GENERAL

1.1 SUMMARY

Provide window treatment, conforming to NFPA 701 , complete with necessary brackets, fittings, and hardware. Provide each window treatment type as a complete unit in accordance with paragraph WINDOW TREATMENT PLACEMENT SCHEDULE. Mount and operate equipment in accordance with manufacturer's instructions. Completely cover windows to receive a treatment.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2010; Version 1.1) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2019) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES

SD-02 Shop Drawings

Installation

SD-03 Product Data

SECTION 12 21 00 Page 2

Window Blinds; G

SD-04 Samples

Window Blinds; G

Valance; G [, [_____]]

SD-06 Test Reports

Window Blinds

SD-07 Certificates

SD-08 Manufacturer's Instructions

Window Blinds; G

SD-10 Operation and Maintenance Data

Window Blinds; G

1.4 CERTIFICATIONS

1.4.1 Window Blinds

Provide products certified to meet indoor air quality requirements by UL 2818 Greenguard Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party program that products meet the requirements of this Section. Provide current product certification documentation from certification body. When product does not have certification, provide validation that product meets the indoor air quality product requirements cited herein.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver components to the jobsite in the manufacturer's original packaging with the brand or company name, item identification, and project reference clearly marked. Store components in a dry location that is adequately ventilated and free from dust, water, or other contaminants and has easy access for inspection and handling. Store materials flat in a clean dry area with temperature maintained above 50 degrees F. Do not open containers until needed for installation unless verification inspection is required.

1.6 WARRANTY

Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1 year period.

PART 2 PRODUCTS

2.1 WINDOW BLINDS

Provide each blind, including hardware, accessory items, mounting brackets and fastenings, as a complete unit produced by one manufacturer. Unless otherwise indicated, all parts will be the same color and will match the color of the blind slat. Treat steel features for corrosion resistance.

SECTION 12 21 00 Page 3

Submit product data and samples of each type and color of window treatment. Provide louver samples 6 inch in length for each color.

Window blinds must meet emissions requirements of CDPH SECTION 01350 (use the office or classroom requirement, regardless of space type). Provide certification or validation of indoor air quality for window blinds.

Provide Aluminum Components with a minimum of 24 percent recycled content. Provide data identifying percentage of recycled content for aluminum components.

2.1.1 Horizontal Blinds

Provide horizontal blinds with 1 inch slats. Blind units must be capable of nominally 180 degree partial tilting operation and full-height raising. Blinds must be outside mount. Provide tapes for 2 inch slats with longitudinal reinforced vinyl plastic in 1-piece turn ladder construction. Tapes for 1 inch slats must be braided polyester or nylon.

2.1.1.1 Head Channel and Slats

Provide head channel made of steel or aluminum with corrosion-resistant finish nominal 0.024 inch for 1 inch slats. Provide slats of aluminum, not less than 0.032 inch thick, and of sufficient strength to prevent sag or bow in the finished blind. Provide a sufficient amount of slats to assure proper control, uniform spacing, and adequate overlap. Enclose all hardware in the headrail.

2.1.1.2 Controls

A transparent tilting wand will be provided to tilt the slats, it will hang vertically by its own weight, and will swivel for easy operation.

Provide a tilter control of enclosed construction. Provide moving parts and mechanical drive made of compatible materials which do not require lubrication during normal expected life. The tilter will tilt the slats to any desired angle and hold them at that angle so that any vibration or movement of ladders and slats will not drive the tilter and change the angle of slats. Include a mechanism to prevent over tightening. Provide a wand of sufficient length to reach to within 5 feet of the floor.

2.1.1.3 Intermediate Brackets

Provide intermediate brackets for installation, as recommended by the manufacturer, of blinds over 48 inch wide.

2.1.1.4 Bottom Rail

Provide bottom rail made of corrosion-resistant steel with factory applied finish. Provide closed oval shaped bottom rail with double-lock seam for maximum strength. Bottom rail and end caps to match slats in color.

2.1.1.5 Braided Ladders

Provide braided ladders of 100 percent polyester yarn, color to match the slat color. Space ladders 15.2 slats per foot of drop in order to provide a uniform overlap of the slats in a closed position.

2.1.1.6 Hold-Down Brackets

Provide universal type hold-down brackets for sill or jamb mount where

SECTION 12 21 00 Page 4 indicated on placement list.

2.1.2 Light Control and Privacy Blinds

In addition to requirements for horizontal blinds, provide each unit with a feature that offers hidden slat holes for maximum light control and privacy.

2.1.3 Vertical Blinds

Provide vertical blind units capable of nominal 180 degree partial tilting operation and full stackback. Provide blinds that are listed by the manufacturer as designed for heavy duty strength applications including heavy duty hardware. Provide [ceiling][wall] mounted vertical blinds with [outside][inside] brackets. Provide blinds that are [sill][floor] length. Outside mount type installation must provide adequate overlap to control light and privacy.

2.1.3.1 Louvers

Provide louvers [which are fire resistant solid vinyl, UV stable, and impact resistant.][which are flame retardant fabric having straight, flat, unfrayed edges and flat, without noticeable twists. Provide a weight at the bottom of the louver without the insert discoloring the fabric.] [which are groover extruded from solid vinyl with clear non-yellowing channel lips to accept fabric inserts. Provide fabric inserts that are flame retardant and colorfast.] Louvers that are[ 3-1/2 inch must overlap not less than 3/8 inch][ 2 inch must overlap not less than 1/4 inch] and be dimensionally stable.

2.1.3.2 Carriers

Provide carriers to support each louver made of molded plastic to transverse on self-fabricated wheels for smooth, easy operation. The hook of the carrier must have an automatic latch to permit easy installation and removal of the louver, and to securely lock the louver for tilting and traversing.

2.1.3.3 Headrail System

Provide headrail system not less than 0.047 inch thick and made of anodized aluminum alloy or 0.027 inch thick phosphate treated steel with a baked on ivory gloss enamel paint finish. Provide a headrail that extends the full width of the blind and can be closed with an end cap at each end. One cap will contain the traversing and tilting controls. The opposite cap will house the pulley for the traversing cord.

2.1.3.4 Valance

Attach the manufacturer's standard valance to the headrail by metal or plastic holders which grip the top and bottom edge of the valance and accept an insert of the same material as the slats. Provide sufficient clearance behind the valance to permit the louvers to tilt without interference. Extend the headrail cover the full width of the blind.[ Provide returns].

2.1.3.5 Controls

Provide tilting and traversing controls that hang compactly at the side of

SECTION 12 21 00 Page 5 the blinds and reach within 5 feet of the floor. Provide [tilt/traverse control][bead chain tilting control] that tilts all vanes simultaneously to any desired angle and hold them at that angle. Provide louvers that traverse [one way to the right] [one way to the left] [two-way split].[ The traversing control cord will be minimum0.070 inch in diameter with a minimum breaking strength of 125 pounds. Anchor the cord to a lead carrier linked to all adjacent carriers.] Provide louvers that traverse along the headrail by pulling one side of the looped cord [fastened to a cord tension pulley][ or ][a fiberglass wand that tilts the louvers by turning the wand and traverses the louvers by using the wand as a control]. Sliding glass doors will have a one way draw with stackback occurring opposite door openings.

2.1.3.6 Connectors and Spacers

The connector must be flexible, smooth and flat to slide unhindered when carriers move independently of each other, and to nest compactly when carriers are stacking. Relate the length of the links to the louver width in order to equally space the traversing louvers, to maintain uniform and adequate overlap of louvers, and to fully cover the width of the opening.

2.1.3.7 Intermediate Brackets

Provide intermediate installation brackets for blinds over 62 inches wide.

2.2 COLOR

Provide color, pattern and texture in accordance with Section 09 06 00 SCHEDULES FOR FINISHESas indicated

PART 3 EXECUTION

3.1 EXAMINATION

After becoming familiar with details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.

3.2 WINDOW TREATMENT PLACEMENT SCHEDULE

As noted per the scope of work.

3.3 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Submit drawings showing fabrication and Installation details. Show layout and locations of track, direction of draw, mounting heights, and details.

Provide Manufacturer's Instructions and Operation and Maintenance Data.

Perform installation of window blinds in accordance with the approved detail drawings and manufacturer's installation instructions. Install units level, plumb, secure, and at proper height and location relative to window units. Provide and install supplementary or miscellaneous items in total, including clips, brackets, or anchorages incidental to or necessary for a sound, secure, and complete installation. Do not start installation until completion of room painting and finishing operations.

SECTION 12 21 00 Page 6

3.4 CLEAN-UP

Upon completion of the installation, inspect window treatments for soiling, damage or blemishes; and adjust them for form and appearance and proper operating condition. Repair or replace damaged units as directed by the Contracting Officer. Isolate metal parts from direct contact with concrete, mortar, or dissimilar metals. Ensure blinds installed in recessed pockets can be removable without disturbing the pocket. The entire blind, when retracted, must be contained behind the pocket. For blinds installed outside the jambs and mullions, overlap each jamb and mullion 0.75 inch or more when the jamb and mullion sizes permit. Include all hardware, brackets, anchors, fasteners, and accessories necessary for a complete, finished installation.

-- End of Section --

SECTION 12 21 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 12 - FURNISHINGS

SECTION 12 93 00

SITE FURNISHINGS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CERTIFICATIONS

1.3.1 Certified Sustainably Harvested Wood

1.4 QUALITY ASSURANCE

1.4.1 Fabrication Drawings

1.4.2 Installation Drawings

1.4.3 Assembly Instruction Drawings

1.4.4 Primer Certificate

1.4.5 Powder Coatings Certificate

1.5 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Metals

2.1.2 Structural Tubing

2.1.3 Steel Pipe and Fittings

2.1.4 Gray Cast Iron

2.1.5 Aluminum Products

2.1.6 Cast Aluminum

2.1.7 Aluminum Alloy Products

2.1.8 Anchors and Hardware

2.1.8.1 Threaded Inserts and Expansion Anchors

2.1.8.2 Lag Screws and Bolts

2.1.8.3 Toggle Bolts

2.1.8.4 Bolts, Nuts, Studs and Rivets

2.1.8.5 Power Driven Fasteners

2.1.8.6 Screws

2.1.8.7 Washers

2.1.9 Ounce Metals

2.1.10 Concrete

2.1.11 Masonry

2.1.12 Tempered Glass

2.1.13 Plastics

2.1.13.1 Extruded Acrylic Sheet

2.1.13.2 Cast Acrylic Sheet

2.1.14 Lumber

2.1.14.1 Moisture Content

2.1.14.2 Treatment

2.1.14.3 Wood Seats and Table Tops

2.1.15 Fiberglass

2.2 PRETREATMENT, PRIMING AND PAINTING

2.2.1 Nonferrous Metal Surfaces

SECTION 12 93 00 Page 1

2.2.2 Aluminum Surfaces

2.3 COATINGS AND FINISHES

2.3.1 Galvanizing

2.3.2 Polyester Powder

2.3.3 Polyvinyl-Chloride (PVC)

2.3.4 Finish

2.3.4.1 Wood Sealants

2.3.4.2 Paint

2.3.4.3 Color

2.4 SITE STANDARDS

2.5 BENCHES AND CHAIRS

2.5.1 Precast Units

2.5.1.1 Glass Fiber Reinforced Concrete (GFRC) Units

2.5.1.2 Precast Concrete/Cast Stone Units

2.5.1.2.1 Portland Cement

2.5.1.2.2 Aggregate

2.5.1.2.3 Reinforcing Steel

2.5.1.2.4 Galvanized Wire Mesh

2.5.1.2.5 Integral Color

2.5.1.2.6 Concrete Strength

2.5.1.2.7 Admixture

2.5.2 Wood Units

2.5.2.1 Support Pedestals

2.5.2.1.1 Cast Grey Iron

2.5.2.1.2 Cast Aluminum

2.5.2.1.3 Steel

2.5.2.1.4 Wood

2.5.2.1.5 Concrete

2.5.2.1.6 Fiberglass

2.5.2.2 Steel Arms

2.5.3 Fiberglass Benches

2.5.4 Steel Units

2.5.4.1 Perforated Steel

2.5.4.2 All-Welded Wire

2.5.5 Aluminum Units

2.5.6 Accessories

2.5.7 Fasteners

2.5.8 Anchoring Brackets

2.6 BICYCLE RACKS

2.6.1 Metal Pipe Bicycle Racks

2.7 BOLLARDS

2.7.1 Portland Cement

2.7.2 Aggregate

2.7.3 Reinforcing Steel

2.7.4 Integral Color

2.7.5 Concrete Strength

2.7.6 Admixture

2.8 PLANTERS WASTE RECEPTACLES ASH RECEPTACLES

2.8.1 Height

2.8.2 Liners

2.8.3 Anchors

2.8.4 Openings

2.8.5 Ash Receptacles

2.8.6 Planter Size

2.8.7 Drainage

2.8.8 Base

2.9 SHELTERS

2.9.1 Framing Systems

2.9.1.1 Aluminum

SECTION 12 93 00 Page 2

2.9.2 Roof Panels Decking

2.9.3 Glazing

2.10 TABLES

2.10.1 Height

2.10.2 Clearance

2.10.3 Top

2.10.4 Wheelchair Access

2.10.5 Precast Concrete Tables

2.10.6 Perforated Steel Tables

2.11 TREE GRATES

PART 3 EXECUTION

3.1 CHILDREN'S PLAY AREAS

3.2 INSTALLATION

3.2.1 Assembly and Erection of Components

3.2.2 Anchorage, Fastenings, and Connections

3.3 WELDING

3.4 TESTING

3.5 FINISHES

3.5.1 Field Finishes

3.5.2 Repair of Zinc-Coated Surfaces

3.6 BOLLARDS

3.7 BICYCLE RACKS

3.8 SHELTERS

3.8.1 Glazing

3.8.2 Roof

3.9 RESTORATION AND CLEAN UP

3.9.1 Clean Up

3.9.2 Protection

3.9.3 Disposal of Materials

3.10 RE-INSTALLATION

-- End of Section Table of Contents --

SECTION 12 93 00 Page 3

SECTION 12 93 00

SITE FURNISHINGS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AMERICAN FOREST FOUNDATION (AFF)

ATFS STANDARDS (2015) American Tree Farm System Standards of Sustainability 2015-2020

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2016) Code of Standard Practice for Steel Buildings and Bridges

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2022) Nuts for General Applications:

Machine Screw Nuts, and Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.6.2 (2020) Square Head Set Screws and Slotted Headless Set Screws (Inch Series)

ASME B18.6.3 (2013; R 2017) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.3 (2020) Safety Requirements for Powder-Actuated Fastening Systems American National Standard for Construction and Demolition Operations

SECTION 12 93 00 Page 4

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA M2 (2019) Standard for the Inspection of Preservative Treated Wood Products for Industrial Use

AWPA U1 (2022) Use Category System: User Specification for Treated Wood

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A47/A47M (1999; R 2018; E 2018) Standard Specification for Ferritic Malleable Iron Castings

ASTM A48/A48M (2003; R 2021) Standard Specification for Gray Iron Castings

ASTM A53/A53M (2022) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016a) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2021) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A500/A500M (2021a) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2021) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A615/A615M (2022) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by

SECTION 12 93 00 Page 5 the Hot-Dip Process

ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A1064/A1064M (2017) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ASTM B26/B26M (2018; E 2018) Standard Specification for Aluminum-Alloy Sand Castings

ASTM B62 (2017) Standard Specification for Composition Bronze or Ounce Metal Castings

ASTM B108/B108M (2019) Standard Specification for Aluminum-Alloy Permanent Mold Castings

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B429/B429M (2010; E 2012) Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C94/C94M (2022a) Standard Specification for Ready-Mixed Concrete

ASTM C150/C150M (2022) Standard Specification for Portland Cement

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C979/C979M (2016) Standard Specification for Pigments for Integrally Colored Concrete

ASTM C1048 (2018) Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass

ASTM D1187/D1187M (1997; E 2011; R 2011) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM D2990 (2017) Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics

ASTM D3451 (2006; R 2017) Standard Guide for Testing

SECTION 12 93 00 Page 6

Coating Powders and Powder Coatings

ASTM D4060 (2019) Abrasion Resistance of Organic Coatings by the Taber Abraser

ASTM D4802 (2016) Standard Specification for Poly(Methyl Methacrylate) Acrylic Plastic Sheet

ASTM E488/E488M (2022) Standard Test Methods for Strength of Anchors in Concrete Elements

ASTM F1487 (2021) Standard Consumer Safety Performance Specification for Playground Equipment for Public Use

CSA GROUP (CSA)

CSA Z809-08 (R2013) Sustainable Forest Management

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA)

NHLA Rules (2015) Rules for the Measurement & Inspection of Hardwood & Cypress

PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)

PCI MNL-128 (2001) Recommended Practice for Glass Fiber Reinforced Concrete Panels, 4th Edition

PROGRAMME FOR ENDORSEMENT OF FOREST CERTIFICATION (PEFC)

PEFC ST 2002:2013 (2015) PEFC International Standard Chain of Custody of Forest Based Products Requirements

REDWOOD INSPECTION SERVICE (RIS) OF THE CALIFORNIA REDWOOD

ASSOCIATION (CRA)

RIS Grade Use (1998) Redwood Lumber Grades and Uses

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 25 (1997; E 2004) Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel, Type I and Type II

SOUTHERN PINE INSPECTION BUREAU (SPIB)

SPIB 1003 (2014) Standard Grading Rules for Southern Pine Lumber

SECTION 12 93 00 Page 7

SUSTAINABLE FOREST INITIATIVE (SFI)

SFI 2015-2019 (2015) Standards, Rules for Label Use, Procedures and Guidance

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-1925 (Rev A; Notice 3) Shield Expansion (Nail Anchors)

WEST COAST LUMBER INSPECTION BUREAU (WCLIB)

WCLIB 17 (2015) Standard Grading Rules

WESTERN WOOD PRODUCTS ASSOCIATION (WWPA)

WWPA G-5 (2017) Western Lumber Grading Rules

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Benches and Chairs; G

Tables; G

Shelters; G

Bicycle Racks; G

Planters; G

Bollards; G

Tree Grates; G

Assembly Instruction Drawings

SD-03 Product Data

Benches and Chairs

Tables

Shelters

Bicycle Racks

Planters

Bollards

SECTION 12 93 00 Page 8

Tree Grates

Recycled Content for steel components; S

Recycled Content for aluminum components; S

Recycled Content for HDPE components; S

Waste Receptacles

SD-04 Samples

Finish; G

SD-06 Test Reports

Testing

SD-07 Certificates

Primer Certificate

Powder Coatings Certificate

Certified Sustainably Harvested lumber; S

Certified Sustainably Harvested wood for wood seats and table tops;

S

Certified Sustainably Harvested wood for wood benches and chairs; S

Certified Sustainably Harvested wood for wood containers; S

Certified Sustainably Harvested wood for wood shelters; S

Certified Sustainably Harvested wood for wood tables; S

1.3 CERTIFICATIONS

1.3.1 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001 , ATFS STANDARDS, CSA Z809-08 , SFI 2015-2019 , or other third party program certified by PEFC ST 2002:2013 . Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Provide current product certification documentation from certification body. Submit copies of invoices bearing certification numbers.

1.4 QUALITY ASSURANCE

Qualify welders in accordance with AWS D1.1/D1.1M using procedures, SECTION 12 93 00 Page 9 materials, and equipment of the type required for the work.

1.4.1 Fabrication Drawings

Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303 .

1.4.2 Installation Drawings

Submit templates, erection and installation drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation.

1.4.3 Assembly Instruction Drawings

Submit assembly instruction drawings showing layout(s), connections, bolting and anchoring details in accordance with manufacturer's standards. Submit drawings showing scaled details of proposed site furnishings, elevations for each type of site furnishing; dimensions, details, and methods of mounting or anchoring; shape and thickness of materials; and details of construction.

1.4.4 Primer Certificate

Submit a certificate from the manufacturer stating that the primer conforms to requirements of SSPC Paint 25 .

1.4.5 Powder Coatings Certificate

Submit a certificate from the manufacturer stating that the powder coat conforms to ASTM D3451.

1.5 DELIVERY, STORAGE, AND HANDLING

Ship items knocked-down (KD) ready for site assembly. Packaged components must be complete including all accessories and hardware. Materials must be delivered, handled, and stored in accordance with the manufacturer's recommendations. Site furnishings must be inspected upon arrival at the job site for conformity to specifications and quality in accordance with paragraph MATERIALS. Protect from corrosion, staining, and other types of damage. Store items in designated area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 PRODUCTS

2.1 MATERIALS

Provide materials which are the standard products of a manufacturer regularly engaged in the manufacture of such products. Provide materials with proven satisfactory usage for at least 2 years.

2.1.1 Metals

Metallic materials and products must conform to Section 08 31 00 ACCESS DOORS AND PANELS. Furnish metal components with factory drilled holes and free of excess weld and spatter. Metal components with holes that will not be filled by hardware or hidden by other components will be rejected.

Structural steel products must conform to ASTM A36/A36M, ASTM A500/A500M and ASTM A501/A501M . Provide Steel Components with a minimum of 70

SECTION 12 93 00 Page 10 percent recycled content. Provide data identifying percentage of recycled content for steel components.

2.1.2 Structural Tubing

ASTM A500/A500M

2.1.3 Steel Pipe and Fittings

Steel pipe must conform to ASTM A53/A53M, Type E or S, Grade B; standard malleable iron fittings must conform to ASTM A47/A47M.

2.1.4 Gray Cast Iron

Gray cast iron must conform to ASTM A48/A48M Class 35 or better. Provide castings manufactured true to pattern and component parts that fit together in a satisfactory manner. Castings must be of uniform quality, free from blowholes, porosity, hard spots, shrinkage, distortion, or other defects. Smooth castings must be well-cleaned by sand or shot blasting.

2.1.5 Aluminum Products

Provide Aluminum Components with a minimum of 50 percent total recycled content. Provide data identifying percentage of recycled content for aluminum components

2.1.6 Cast Aluminum

Cast aluminum must conform to ASTM B26/B26M and ASTM B108/B108M . Provide castings manufactured true to pattern and component parts that fit together in a satisfactory manner. Provide castings of uniform quality, free from blowholes, porosity, hard spots, shrinkage, distortion, or other defects. Smooth castings must be well-cleaned by sand or shot blasting.

2.1.7 Aluminum Alloy Products

Conform to ASTM B209 for sheet plate, ASTM B221 for extrusions and ASTM B26/B26M or ASTM B108/B108M for castings, as applicable. Provide aluminum extrusions at least 1/8 inch thick and aluminum plate or sheet at least 0.050 inch thick.

2.1.8 Anchors and Hardware

Provide anchors, where necessary, for fastening site furnishings securely in place and in accordance with approved manufacturer's instructions.

Anchoring devices that may be used, when no anchors are otherwise specified or indicated, include anchor bolts, slotted inserts, expansion shields for concrete; toggle bolts and through bolts for masonry; machine carriage bolts for steel; and lag bolts and screws for wood. Anchor bolts must conform to ASTM A307. Hardware must be stainless steel in accordance with ASTM A153/A153M and compatible with the material to which applied.

All exposed hardware must match in color and finish. Mounting hardware must be concealed, recessed, and plugged.

2.1.8.1 Threaded Inserts and Expansion Anchors

Provide inserts recessed not less than 2.5 inches into concrete or masonry. Pullout 198 pounds in concrete with f'c of 3,000 psi, as tested in accordance with ASTM E488/E488M . Expansion shields must conform to

SECTION 12 93 00 Page 11

CID A-A-1925 , group II, type 4, class 1. Provide embedment required by manufacturer.

2.1.8.2 Lag Screws and Bolts

ASME B18.2.1 , type and grade best suited for the purpose.

2.1.8.3 Toggle Bolts

ASME B18.2.1 .

2.1.8.4 Bolts, Nuts, Studs and Rivets

ASME B18.2.2 or ASTM A307.

2.1.8.5 Power Driven Fasteners

Follow safety provisions of ASSP A10.3 .

2.1.8.6 Screws

ASME B18.2.1 , ASME B18.6.2 , and ASME B18.6.3 .

2.1.8.7 Washers

Provide plain washers to conform to ASME B18.21.1 . Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to

ASME B18.21.1 .

2.1.9 Ounce Metals

Bronze, copper, and other ounce metals must conform to ASTM B62.

2.1.10 Concrete

Ready-mixed concrete must conform to ASTM C94/C94M, using 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Portland cement must conform to ASTM C150/C150M. Cast-in-place concrete materials and products must conform to Section 03 30 00 CAST-IN-PLACE CONCRETE. Precast concrete material and products must conform to Section 03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE.

Reinforcing steel must conform to ASTM A615/A615M . Welded wire fabric must conform to ASTM A1064/A1064M .

2.1.11 Masonry

Masonry material and products must conform to Section 04 20 00 UNIT MASONRY

2.1.12 Tempered Glass

ASTM C1048, Kind FT (fully tempered), condition A (uncoated), Type 1 (transparent, Quality q3, 1/4 inch thick, clear in color.

2.1.13 Plastics

Provide High Density Polyethylene (HDPE) Components with a minimum of 90 percent total recycled content. Provide data identifying percentage of recycled content for HDPE components. Recycled materials must be

SECTION 12 93 00 Page 12 constructed or manufactured with a maximum 1/4 inch deflection or creep in any member in conformance with ASTM D2990. Provide panels and components molded of ultraviolet (UV) and color stabilized polyethylene, with minimum 1/4 inch wall thickness; exposed edges must be smoothed, rounded, and free of burrs and points; and the material must be resistant to fading, cracking, fogging, and shattering. The material must be non-toxic and have no discernible contaminates such as paper, foil, or wood. The material must contain no more than 3 percent air voids and be resistant to deformation from solar radiation heat gain. Recycled materials to include plastic lumber will not be used as structural components of site furnishings. Submit a report of site furnishing parts consisting of recycled materials. Product specification data, providing test information for deflection and creep in accordance with ASTM D2990 for site furnishings which use plastic lumber as a component, must be submitted. Provide data for comparison of deflection and creep measurements to other comparable materials.

2.1.13.1 Extruded Acrylic Sheet

ASTM D4802 Type II, heat resistant 1/4 inch thick, clear in color.

2.1.13.2 Cast Acrylic Sheet

ASTM D4802, Item A, Type I, Heat resistant and ultraviolet light absorbing , 1/4 inch thick, clear in color.

2.1.14 Lumber

Provide premium grade wood free of knots; boards with eased edges and ends; and wood components with factory drilled holes. Components with holes that will not be filled by hardware or hidden by other components will be rejected. Wood products must be selected to withstand the climatic conditions of the region in which the site is located.

Provide certified sustainably harvested lumber.

Lumber grades must meet manufacturers standards of the grading rules under which they are manufactured. Where no standards exist the following must be the minimum acceptable grades for species used.

a. WWPA G-5 grading rules, Western Cedars, Select or A & Btr. in accordance with special western red cedar rules.

b. WCLIB 17 standard grading rules, Western Cedars, A & Btr.

c. SPIB 1003 grading rules, Southern Pine, C & Btr.

d. NHLA Rules standard specification, Cypress, C-Select.

e. RIS Grade Use standard specifications, Redwood, Clear .

f. NHLA Rules rules, Cypress , Select or Btr..

2.1.14.1 Moisture Content

Air-dry or kiln-dry lumber. Kiln-dry treated lumber after treatment.

Maximum moisture content of wood products at time of delivery must be in accordance with manufacturers standard. If no manufacturer's standard exists, then moisture content must be based on requirements for the

SECTION 12 93 00 Page 13 product, grade and intended use.

2.1.14.2 Treatment

Wood that is not naturally rot and insect resistant must be treated in accordance with AWPA U1, as applicable, and inspected in accordance with AWPA M2. Provide treatment of wood in accordance with ASTM F1487.

2.1.14.3 Wood Seats and Table Tops

Clear teak, maple, oak, Jarrah, Ipe or other suitable hardwood, not less than 1-5/8 inches thick with rounded edges.

Provide certified sustainably harvested wood for wood seats and table tops.

2.1.15 Fiberglass

Fiberglass must consist of at least 3 laminations of chopped glass fibers impregnated with polyester resin, with colors and textures molded into all exposed surfaces so that colors resist fading. Fiberglass must be resistant to cleaners, fertilizers, high power spray and salt.

2.2 PRETREATMENT, PRIMING AND PAINTING

Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions. On surfaces concealed in the finished construction or not accessible for finish painting, apply an additional prime coat to a minimum dry film thickness of 1.0 mil. Tint additional prime coat with a small amount of tinting pigment.

2.2.1 Nonferrous Metal Surfaces

Protect by plating, anodic, or organic coatings.

2.2.2 Aluminum Surfaces

Before finishes are applied, remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

2.3 COATINGS AND FINISHES

2.3.1 Galvanizing

Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable. Galvanizing must conform to ASTM A123/A123M , ASTM A153/A153M or ASTM A653/A653M , as applicable. Tailings and sharp protrusions formed as a result of the hot-dip process must be removed and exposed edges burnished. Galvanize anchor bolts, grating fasteners, washers and parts or devices necessary for proper installation, unless otherwise indicated.

2.3.2 Polyester Powder

Powder-coated surfaces must receive electrostatic zinc coating prior to painting. Powder coating must be electrostatically applied and oven cured. Polyester powder coating must be resistant to ultraviolet (UV) light.

SECTION 12 93 00 Page 14

2.3.3 Polyvinyl-Chloride (PVC)

PVC coating must be primed with a clear acrylic thermosetting solution.

The primed parts must be preheated prior to dipping. The liquid polyvinyl chloride must be ultraviolet (UV) stabilized and mold-resistant. The coated parts must be cured. The coating must be a minimum 2/25 inches thick plus or minus 0.020 inches and must have an 85 durometer hardness with a slip-resistant finish.

2.3.4 Finish

Finish must be as specified by the manufacturer or as indicated. Exposed surfaces and edges must be rounded, polished, or sanded. Finish must be non-toxic, non-glare, and resistant to corrosion. Exposed surfaces must be smooth and splinter-free exposed surfaces. Submit two sets of color data for each furnishing displaying manufacturer's color selections and finishes, and identifying those colors and finishes proposed for use.

2.3.4.1 Wood Sealants

Exposed wood surfaces must have, as a minimum, two shop coats of paint, varnish, sealer, or other approved preservative. Sealants must seal all applied surfaces from air.

2.3.4.2 Paint

Paint must be factory applied with a minimum of 2 coats. Paint must be weather-resistant and resistant to cracking, peeling and fading.

2.3.4.3 Color

Color of site furnishing components must be in accordance with Section

09 06 00 SCHEDULES FOR FINISHES.

2.4 SITE STANDARDS

Site furnishings must be furnished with the dimensions and requirements indicated. Site furnishings placed in children's outdoor play areas must meet the safety requirements of ASTM F1487 for entrapment; sharp points, edges, and protrusions; entanglement; pinch, crush, and shear points.

Site furnishings to be included in children's outdoor play areas must be free from sharp vertical edges and any protruding elements and designed with a minimum radius of 1/2 inch on all vertical edges; this includes, but is not limited to, seat walls, containment curbs and planters. Where practical, horizontal edges exposed to children's activities must be rounded.

2.5 BENCHES AND CHAIRS

Furnish benches and chairs with no sharp edges or protruding hardware.

a. Height: The height above finished grade or specified surface must be between 18-20 inches and level.

b. Seat: The seat surface must be pitched or slotted to shed water; the seat depth must be between 12-18 inches and pitched down at the back at a 0-5 degree angle. Seat must have a minimum width of 24 inches per person, and must overhang the support base by a minimum of 4 inches

SECTION 12 93 00 Page 15 for heel space and to facilitate rising from a seating position.

c. Back Rest: When back rests are required, the height must be between 15-18 inches from the top of the seat and the connection must be at a 90-110 degree angle to the seat.

d. Arm Rest: When arm rests are required, a minimum of 6 inches height from the seat and a minimum arm rest width of 1-1/2 inches must be provided.

e. Weight Limit: Seats must support a minimum 300 lbs for each person they are designed to accommodate.

2.5.1 Precast Units

Design precast units in accordance with manufacturer's standards, size as indicated. Finish and color as indicated selected from manufacturer's standards.

2.5.1.1 Glass Fiber Reinforced Concrete (GFRC) Units

Provide glass fiber reinforced concrete (GFRC) units at locations indicated on the drawings. Comply with PCI MNL-128 recommended practice for glass fiber reinforced concrete, including Appendix G, Polymer Modified Glass Fiber Reinforced Concrete Panels.

a. Design precast benches to sustain a live load of not less than 200 pounds per square foot.

b. Provide ASTM C150/C150M cement, use only one brand and type of cement throughout project.

c. Provide alkali resistant (AR) glass fibers produced specifically for use in glass fiber reinforced concrete, minimum three percent glass fiber content.

d. Provide clear silica sand aggregate passing No. 16 sieve; washed, dried and free from deleterious materials. Provide type with successful history of uses in GFRC fabrication standard with the manufacturer.

e. Provide 3000 psi concrete, 28 day minimum compressive strength with approximately 120 pcf density; shell thickness of 3/8 to 5/8 inch.

f. Provide manufacturer's standard acrylic thermoplastic copolymer admixture.

g. Provide factory finished units standard with the manufacturer; texture and color as selected.

(1) Provide white or grey cement consistent with final finish.

(2) Provide ASTM C33/C33M (less gradation) facing aggregates, clean, hard, durable, inert and free of staining and deleterious materials; as required to match approved samples.

(3) Provide color meeting ASTM C979/C979M, pure, non-fading mineral oxides, maximum ten percent cement weight; as required to match approved samples without impairing strength of GFRC.

SECTION 12 93 00 Page 16

(4) Apply finish meeting ASTM D4060 waterborne crosslinked acrylic

49.5 +/- two percent solids by weight providing 1000 cycles per

0.001 inch resistance to abrasion.

h. Prefabricate units within following maximum fabrication tolerances.

(1) Dimension: Plus or minus 1/8 inch in any direction, noncumulative.

(2) Material Thickness: Plus 1/4 inch and minus 0-inch.

(3) Total Unit Thickness: Plus 1/4 inch and minus 1/8 inch.

(4) Insert Locations: Plus or minus 1/4 inch.

2.5.1.2 Precast Concrete/Cast Stone Units

Provide reinforced precast concrete units consisting of a mixture of cement, aggregates and mineral colors suitable for exterior use, located as indicated. Design benches to sustain a live load of not less than 200 pounds per square foot.

2.5.1.2.1 Portland Cement

ASTM C150/C150M Type I II or III

2.5.1.2.2 Aggregate

ASTM C33/C33M, maximum size 3/4 inch

2.5.1.2.3 Reinforcing Steel

ASTM A615/A615M

2.5.1.2.4 Galvanized Wire Mesh

ASTM A1064/A1064M

2.5.1.2.5 Integral Color

ASTM C979/C979M, pure mineral oxide, limeproof and non-fading

2.5.1.2.6 Concrete Strength

Provide minimum 5000 psi 28 day compressive strength concrete, maximum five percent absorption.

2.5.1.2.7 Admixture

ASTM C260/C260M for air-entraining

2.5.2 Wood Units

Provide manufacturer's standard wood units with wood, metal, fiberglass or concrete pedestals as indicated. Provide fasteners and accessories required for onsite assembly. Kiln dry and pressure treat wood components to manufacturer's standards. Pre-treat metal components and provide manufacturer's standard primer and powder coat finish complying with

SECTION 12 93 00 Page 17

ASTM D3451, color as selected. Provide fiberglass non-fading gel coat color as indicated. Provide manufacturer's standard exposed aggregate or sandblasted finish and protection coating on concrete pedestals.

Provide certified sustainably harvested wood for wood benches and chairs.

a. Design wood benches to sustain a live load of not less than 200 pounds per square foot.

b. Provide kiln dried, surfaced four sides (S4S), clear all sides wood slats of species and sizes indicated.

(1) Species: Teakwood Clear All Heart Redwood Ipe .

(2) Nominal wood slat sizes: 1 by 2-1/2 inch 1 by 3 inch . Top and bottom rail may be larger in size and configuration for comfort of seating.

2.5.2.1 Support Pedestals

Provide cast aluminum support pedestals in accordance with manufacturer's standard.

2.5.2.1.1 Cast Grey Iron

ASTM A48/A48M Class 30 or recycled cast grey iron ASTM A48/A48M Class 25

2.5.2.1.2 Cast Aluminum

ASTM B26/B26M or ASTM B108/B108M as applicable

2.5.2.1.3 Steel

ASTM A653/A653M

2.5.2.1.4 Wood

Match in species, grade, grain, color and finish of the wood slats.

2.5.2.1.5 Concrete

Concrete must be of the same quality and finish as specified for precast concrete.

2.5.2.1.6 Fiberglass

Design fiberglass pedestals to support the loads imposed in design of bench. Color as approved.

2.5.2.2 Steel Arms

Provide 3/8 inch thick by 3 inch wide steel bench arms conforming to

ASTM A653/A653M .

2.5.3 Fiberglass Benches

Provide reinforced fiberglass benches molded with multiple laminations of glass fiber impregnated with polyester isophthalic thermosetting resins, minimum thickness of 1/8 inch and reinforced in accordance with

SECTION 12 93 00 Page 18 manufacturer's standard practice.

a. Design bench to sustain a live load of not less than 200 pounds per square foot.

b. Provide manufacturer's finish, 12-15 mil color impregnated polyester gel coat, of color as selected from manufacturer's standard colors and finishes, smooth matte .

2.5.4 Steel Units

2.5.4.1 Perforated Steel

Provide 14 gage perforated steel sheet, electrostatically coated with two component polyester enamel.

a. Design bench to sustain a live load of not less than 200 pounds per square foot.

b. Provide 3/8 inch thick by 4 inch wide hot rolled steel pedestals conforming to ASTM A653/A653M .

2.5.4.2 All-Welded Wire

Provide all-welded wire construction of 9 gage, 11 gage wire with 1/2 inch clear spacing and 5/16 inch wire with 2 1/2 inch spacing.

a. Design benches to sustain a live load of not less than 200 pounds per square foot.

b. Provide one inch O.D. by 18 gage 1-1/2 inch O.D. by 16 gage galvanized tubing for bench frames.

c. Provide 1-1/2 inch O.D. by 11 gage galvanized tubing for armrest.

d. Provide cadmium or zinc plated hardware; nuts, bolts, screws, and lock washers with a clean chromate finish.

2.5.5 Aluminum Units

AA DAF45 . Provide extruded aluminum benches in accordance with manufacturers standard, with bronze powder coat finish, color as selected from manufacturer's standards.

a. Design benches to sustain a live load of not less than 200 pounds per square foot.

b. Provide manufacturer's standard cast aluminum pedestals.

2.5.6 Accessories

Provide manufacturer's standard materials and accessories as required for assembly of units and as indicated on the assembly drawings. Provide unexposed aluminum, stainless steel or steel plates, angles and supports as required for complete assembly. Separate dissimilar materials to prevent electrolytic action.

SECTION 12 93 00 Page 19

2.5.7 Fasteners

Provide concealed fasteners except where specifically approved; types as required for specific usage.

2.5.8 Anchoring Brackets

Provide 1/4 inch zinc plated steel angle anchoring brackets, 1-7/8 inch wide by 2 inches deep by 2-1/2 inches high 1-7/8 inch wide by 3-1/2 inch deep by 6 inch high, pre-drilled for bolting benches to substrate.

2.6 BICYCLE RACKS

Design bicycle racks (stanchions) in accordance with manufacturer's standards and to meet design conditions indicated. Locate as shown on the drawings. Provide powder coat finish in color as selected from manufacturer's standards. Racks must accommodate locking devices and secure, as a minimum, one wheel and part of the frame simultaneously. The spacing between racks must be a minimum of 24 inches.

2.6.1 Metal Pipe Bicycle Racks

Provide ASTM A53/A53M schedule 40 steel pipe bicycle racks in configuration and of 4-1/2 inch pipe size. Type of mounting, bicycle rack capacity and height above the ground as shown on the drawings.

2.7 BOLLARDS

Provide reinforced concrete bollards as determined by scope of work either 12 or 18 inch round, height as indicated, suitable for ground mount installation. Provide exposed aggregate or sandblast finish as indicated;

manufacturer's standard clear acrylic sealer. Submit manufacturer's descriptive data and catalog cuts.

2.7.1 Portland Cement

ASTM C150/C150M Type I II or III

2.7.2 Aggregate

ASTM C33/C33M, maximum size 3/4 inch

2.7.3 Reinforcing Steel

ASTM A615/A615M

2.7.4 Integral Color

ASTM C979/C979M, pure mineral oxide, limeproof and non-fading

2.7.5 Concrete Strength

5000 psi, 28 day minimum compressive strength

2.7.6 Admixture

ASTM C260/C260M for air-entraining

SECTION 12 93 00 Page 20

2.8 PLANTERS WASTE RECEPTACLES ASH RECEPTACLES

Provide for waste receptacles spun aluminum reinforced fiberglass flat domed tops and removable semi-rigid plastic liner insert. Provide top-mounted ash trays for ash receptacles. Waste receptacles must be furnished with weather protection, odor containment, and insect/animal-proofing. Container size must be as directed .

2.8.1 Height

Trash and litter deposit openings must be between 30-40 inches above the ground.

2.8.2 Liners

Trash and litter receptacles must be furnished with removable/reusable inner containers. Self-dumping type designs to include hinged bottom, top or sides will be rejected.

2.8.3 Anchors

Trash and litter receptacles that can be anchored to resist overturning by typical use, high winds, or animals must be furnished and anchored in accordance with the manufacturer's recommendations.

2.8.4 Openings

Openings for trash and litter insertion must be a minimum of 4 inches in diameter. Edges of the openings must be crimped, rounded and smoothed.

2.8.5 Ash Receptacles

Provide ash receptacles with a fire-proof metal bowl or screen or sand-filled containers for ash containment. Ash receptacles must have a minimum diameter of 8 inches; ash containers must have a fire-proof metal bowl or screen and must be easily removable for cleaning.

2.8.6 Planter Size

The planter size must be determined according to the spacial root requirements at 2/3 maturity size of the designated plant material, in conformance with Section 32 93 00 EXTERIOR PLANTS.

2.8.7 Drainage

Drainage for the planter must be as follows: a minimum of one drainage hole in the base of each planter and a minimum 1/8 inch space, in 2 locations, between the base of the planter and the supporting surface.

2.8.8 Base

The planter base must be capable of supporting the weight of the planter filled with both the designated plant material and fully saturated soil.

The planter must not crack, overturn, or sink below the existing grade.

Planters must allow for relocation.

2.9 SHELTERS

AISC 360 . Provide prefabricated shelter systems to meet design conditions

SECTION 12 93 00 Page 21 indicated. Shelter design must conform to all applicable State and Local Building Codes and must meet manufacturer's standards of construction and materials. Shelter systems must be preglazed pre-drilled and pre-cut, shipped with all hardware and accessories necessary for complete field assembly.

2.9.1 Framing Systems

Framing system; columns, rafters, ridge, purlins and other structural framing members must be aluminum as indicated. Manufacturer must provide shop drawings and calculations prepared by a structural engineer.

2.9.1.1 Aluminum

Extruded aluminum alloy tubing must conform to ASTM B429/B429M 6063-T5 or 3003-H14, dark bronze powder coat finish. Framing sizes and configurations must be as required for size of structure indicated meeting manufacturer's standards and applicable building codes.

2.9.2 Roof Panels Decking

Provide manufacturer's standard standing seam metal roof…