The City of Miami€¦ · dinner key marina dockmaster building city of miami project no. b-60464 00010 - 2 of 6 table of contents section 02361 - soil treatment for termite control

PROJECT MANUAL

The City of Miami

Dinner Key Marina Dockmaster Building

Project No. B-60464

Department of Capital Improvements

444 SW 2nd Avenue – Miami, Florida 33130

BID DOCUMENTS JUNE 4, 2012

Prepared by Consultant:

M.C. Harry & Associates, Inc.

Architecture – Engineering – Planning

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 00010 - 1 of 6 TABLE OF CONTENTS

SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 1 -- GENERAL REQUIREMENTS

SECTION 01354 - LEED CREDIT REQUIREMENTS

SECTION 01355 - LEED CERTIFICATION PROCEDURES

SECTION 01356 - LEED SUBMITTAL FORMS

01356-A - LEED MATERIAL COST SUMMARY FORM

01356-B - LEED WOOD-CONTAINING PRODUCT LIST

01356-C - LEED METAL-CONTAINING PRODUCT LIST

01356-D - LEED NEW PRODUCT CONTENT FORM

01356-E - LEED NEW PRODUCT SOURCE FORM

01356-F - LEED PROHIBITED CONTENT INSTALLER CERTIFICATION

SECTION 01400 - QUALITY REQUIREMENTS

SECTION 01425 - REFERENCE STANDARDS

SECTION 01575 - LEED TEMPORARY EROSION & SEDIMENT CONTROL REQUIREMENTS

SECTION 01600 - LEED PRODUCT REQUIREMENTS

SECTION 01616 - LEED VOC CONTENT RESTRICTIONS

01616-A - LEED ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM

SECTION 01700 - EXECUTION REQUIREMENTS

SECTION 01732 - LEED WASTE MANAGEMENT REQUIREMENTS

SECTION 01734 - LEED INDOOR AIR QUALITY REQUIREMENTS

SECTION 01810 - LEED COMMISSIONING REQUIREMENTS

SECTION 01815 - LEED COMMISSIONING AUTHORITY RESPONSIBILITIES

DIVISION 2 -- SITE CONSTRUCTION

SECTION 02000 - GENERAL PROVISIONS

SECTION 02010 - SOIL BORINGS

02010-A - GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT

SECTION 02221 - EARTHWORK

SECTION 02225 - DEMOLITION

SECTION 02226 - SALVAGE

SECTION 02230 - SITE CLEARING

SECTION 02300 - SITEWORK FOR BUILDINGS


SECTION 02361 - SOIL TREATMENT FOR TERMITE CONTROL

SECTION 02362 - AUGER-CAST PILES

SECTION 02500 - STORM DRAINAGE SYSTEM

SECTION 02530 - DEWATERING AND GROUNDWATER CONTROL

SECTION 02550 - WATER DISTRIBUTION SYSTEM

SECTION 02570 - SANITARY SEWER SYSTEM

SECTION 02610 - ASPHALTIC CONCRETE PAVING

SECTION 02620 - PORTLAND CEMENT AND CONCRETE PAVING

SECTION 02630 - CONCRETE SIDEWALK, CURB AND GUTTER

SECTION 02784 - PRECAST CONCRETE PAVERS

SECTION 02840 - IRRIGATION

SECTION 02871 - BICYCLE RACKS

SECTION 02891 - PRECAST CONCRETE BENCHES

SECTION 02920 - TURF AND GRASSES

SECTION 02930 - PLANTS

SECTION 02932 - SOIL PREPARATION

DIVISION 3 -- CONCRETE

SECTION 03100 - CONCRETE FORMWORK

SECTION 03200 - CONCRETE REINFORCEMENT

SECTION 03300 - CAST-IN-PLACE CONCRETE

SECTION 03301 - CAST-IN-PLACE CONCRETE (SITEWORK)

DIVISION 4 -- MASONRY

SECTION 04230 - REINFORCED MASONRY

SECTION 04810 - UNIT MASONRY ASSEMBLIES

DIVISION 5 -- METALS

SECTION 05120 - STRUCTURAL STEEL

SECTION 05400 - COLD-FORMED METAL FRAMING

SECTION 05500 - METAL FABRICATIONS

SECTION 05515 - LADDERS

SECTION 05720 - CABLE RAILING SYSTEM

DIVISION 6 -- WOOD AND PLASTICS

SECTION 06100 - ROUGH CARPENTRY

SECTION 06400 - ARCHITECTURAL WOODWORK & CABINETS


SECTION 06610 - FIBERGLASS FABRICATIONS

SECTION 06620 - SOLID SURFACE FABRICATIONS

DIVISION 7 -- THERMAL AND MOISTURE PROTECTION

SECTION 07140 - FLUID-APPLIED WATERPROOFING

SECTION 07190 - WATER-REPELLENTS

SECTION 07212 - BUILDING INSULATION

SECTION 07260 - UNDERSLAB VAPOR RETARDERS

SECTION 07411 - STANDING SEAM METAL ROOFING

SECTION 07540 - THERMOPLASTIC MEMBRANE ROOFING

SECTION 07620 - SHEET METAL FLASHING AND TRIM

SECTION 07631 - GUTTERS AND DOWNSPOUTS

SECTION 07720 - ROOF ACCESSORIES

SECTION 07840 - FIRESTOPPING

SECTION 07900 - JOINT SEALERS

DIVISION 8 -- DOORS AND WINDOWS

SECTION 08110 - STEEL DOORS AND FRAMES

SECTION 08211 - FLUSH WOOD DOORS

SECTION 08310 - ACCESS DOORS AND PANELS

SECTION 08410 - METAL FRAMED STOREFRONTS

SECTION 08520 - ALUMINUM WINDOWS

SECTION 08710 - DOOR HARDWARE

SECTION 08800 - GLASS AND GLAZING

DIVISION 9 -- FINISHES

SECTION 09111 - NON-LOAD BEARING METAL FRAMING

SECTION 09206 - METAL LATH

SECTION 09220 - PORTLAND CEMENT PLASTER

SECTION 09260 - GYPSUM BOARD ASSEMBLIES

SECTION 09300 - TILE

SECTION 09380 - CUT NATURAL STONE TILE

SECTION 09511 - SUSPENDED ACOUSTICAL CEILINGS

SECTION 09650 - RESILIENT BASE

SECTION 09900 - PAINTS AND COATINGS

SECTION 09960 - HIGH PERFORMANCE COATINGS


DIVISION 10 -- SPECIALTIES

SECTION 10170 - PLASTIC TOILET COMPARTMENTS

SECTION 10210 - WALL LOUVERS

SECTION 10290 - BIRD CONTROL DEVICES

SECTION 10350 - FLAGPOLE

SECTION 10400 - IDENTIFYING DEVICES

SECTION 10500 - LOCKERS

SECTION 10523 - FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES

SECTION 10800 - TOILET ACCESSORIES

SECTION 10811 - ELECTRIC HAND DRYERS

DIVISION 11 -- EQUIPMENT

SECTION 11110 - COMMERCIAL LAUNDRY EQUIPMENT

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 -- CONVEYING SYSTEMS

SECTION 14201 - PASSENGER ELEVATOR

DIVISION 15 -- MECHANICAL

SECTION 15010 - BASIC MECHANICAL REQUIREMENTS

SECTION 15012 - COMMISSIONING OF HVAC EQUIPMENT

SECTION 15030 - ELECTRICAL REQUIREMENTS FOR MECHANICAL EQUIPMENT

SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS

SECTION 15055 - BASIC PIPING MATERIALS AND METHODS

SECTION 15100 - VALVES

SECTION 15135 - METERS AND GAGES

SECTION 15140 - SUPPORTS AND ANCHORS

SECTION 15190 - MECHANICAL IDENTIFICATION

SECTION 15241 - VIBRATION CONTROL

SECTION 15250 - MECHANICAL INSULATION

SECTION 15300 - FIRE PROTECTION

SECTION 15411 - WATER DISTRIBUTION AND PIPING

SECTION 15420 - DRAINAGE AND VENT SYSTEMS

SECTION 15440 - PLUMBING FIXTURES

SECTION 15530 - REFRIGERANT PIPING


SECTION 15670 - AIR COOLED CONDENSING UNITS

SECTION 15770 - ROOF MOUNTED SINGLE PACKAGED AIR-CONDITIONING UNITS

SECTION 15830 - CEILING FANS

SECTION 15870 - POWER AND GRAVITY VENTILATORS

SECTION 15891 - METAL DUCTWORK

SECTION 15910 - DUCTWORK ACCESSORIES

SECTION 15932 - AIR OUTLETS AND INLETS

SECTION 15933 - AIR TERMINALS

SECTION 15975 - AUTOMATIC CONTROLS & ENERGY MANAGEMENT SYSTEM

SECTION 15990 - TESTING, ADJUSTING, AND BALANCING

DIVISION 16 -- ELECTRICAL

SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS

SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16110 - RACEWAYS

SECTION 16120 - WIRES AND CABLES

SECTION 16135 - ELECTRICAL BOXES AND FITTINGS

SECTION 16142 - ELECTRICAL CONNECTIONS FOR EQUIPMENT

SECTION 16143 - WIRING DEVICES

SECTION 16144 - SURGE SUPPRESSION SYSTEM

SECTION 16170 - CIRCUIT AND MOTOR DISCONNECTS

SECTION 16190 - SUPPORTING DEVICES

SECTION 16195 - ELECTRICAL IDENTIFICATION

SECTION 16250 – AUTOMATIC TRANSFER SWITCH

SECTION 16402 - ELECTRICAL SITE UTILITIES

SECTION 16430 - METERING AND SUB-METERING

SECTION 16452 - GROUNDING

SECTION 16470 - PANELBOARDS

SECTION 16477 - FUSES

SECTION 16480 - MOTOR STARTERS/CONTROLLERS

SECTION 16515 - INTERIOR LIGHTING FIXTURES

SECTION 16516 - ELECTRONIC BALLASTS

SECTION 16620 - STANDBY EMERGENCY GENERATOR

SECTION 16650 - TEMPORARY WIRING SYSTEM


SECTION 16721 - FIRE ALARM DETECTION SYSTEM

SECTION 16740 - TELEPHONE AND DATA COMMUNICATIONS SYSTEMS

SECTION 16845 - INTRUSION DETECTION SYSTEM

SECTION 16851 - CARD ACCESS CONTROL SYSTEM

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01354 - 1 LEED CREDIT REQUIREMENTS

SECTION 01354

LEED CREDIT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. LEED Credit Summary: The Project is designed for and shall be built to achieve Silver level LEED NC 2009 certification (minimum 50 points) from the U.S. Green Building Council. 1. A summary of the required credits is included in this Section. Achievement

of these credits is essential for certification of this Project.

1.02 RELATED SECTIONS

A. A summary of the products and procedures intended to achieve LEED credits is included in Section 01355.

B. Forms for Contractor's use in submitting documentation to be used to determine whether particular credits have been achieved are included in Section 01356.

C. Additional LEED requirements are included in Sections 01575 through 01815, and in the individual technical sections.

1.03 DEFINITIONS

A. LEED Rating System: LEED-NC 2009 edition.

B. Required: Achievement of this credit is essential for certification of this project.

C. Preferred: Achievement of this credit would be desirable but is not mandatory.

D. Not Required: Achievement of this credit is not expected or not possible for this project.

PART 2 CREDIT SUMMARY

2.01 CERTIFICATION TO BE ACHIEVED: Silver, requiring minimum of 50 points.

2.02 SUSTAINABLE SITES (SS): 22 Points to Be Achieved.

A. SS Prerequisite 1 - Required - No points - Construction Activity Pollution Prevention. 1. During Construction:

a. Preventive measures and remediation are specified in Section 01575. 2. Permanent erosion and sedimentation prevention features are to be

provided: a. Turf and grasses are specified in Section 02920. b. Plants are specified in Section 02930. c. Precast concrete pavers are specified in Section 02784.

B. SS Credit 1 - Required- 1 point - Site Selection. 1. The project is not located on any of the inappropriate or environmentally

sensitive lands defined for this credit.


C. SS Credit 2 - Required - 5 points - Development Density & Community Connectivity. 1. The project is on a site that meets the criteria for Option 2, Community

Connectivity.

D. SS Credit 3 - Not Required - 1 point - Brownfield Redevelopment.

E. SS Credit 4.1 - Required - 6 points - Alternative Transportation: Public Transportation Access. 1. The project is located on a site that meets the criteria for Option 2, Bus Stop

Proximity.

F. SS Credit 4.2 - Required - 1 point - Alternative Transportation: Bicycle Storage & Changing Rooms. 1. Secure bicycle storage and shower and changing facilities are to be

provided. a. Shower pan liner, and floor and wall tile are specified in Section 09300. b. Lockers are specified in Section 10500. c. Shower accessories are specified in Section 10800. d. Shower plumbing fixtures (e.g., handicap shower / wall-mounted and

handheld) are specified in Section 15440. 2. Bicycle racks are specified in Section 02871.

G. SS Credit 4.3 - Required - 3 points - Alternative Transportation: Low-Emitting & Fuel-Efficient Vehicles. 1. Preferred parking spaces have been provided, in the quantity required.

H. SS Credit 4.4 - Required - 2 points - Alternative Transportation: Parking Capacity. 1. Preferred parking spaces have been provided, in the quantity required,

without adding new parking.

I. SS Credit 5.1 - Not Required - 1 point - Site Development: Protect or Restore Habitat.

J. SS Credit 5.2 - Not Required - 1 point - Site Development: Maximize Open Space.

K. SS Credit 6.1 - Required - 1 point - Stormwater Design: Quantity Control. 1. Existing site imperviousness is greater than 50 percent. 2. The site design reduces runoff rate and quantity by at least 25 percent. 3. Methods used are:

a. Modifying existing stormwater flows: (1) Grading is specified in Section 02221. (2) Turf and grasses are specified in Section 02920. (3) Plants are specified in Section 02930.

L. SS Credit 6.2 - Required - 1 point - Stormwater Design: Quality Control. 1. Natural on-site stormwater treatment to remove sediment is provided:

(1) Grading is specified in Section 02221. (2) Turf and grasses are specified in Section 02920. (3) Plants are specified in Section 02930.

2. A mechanical treatment system to remove sediment is provided on-site, specified in Section 02500.


M. SS Credit 7.1 - Required - 1 point - Heat Island Effect: Non-Roof. 1. At least 50-percent of the site hardscape (including roads, sidewalks,

courtyards and parking lots) has an SRI of at least 29. a. Portland cement and concrete paving materials having an SRI of at least

29 are specified in Section 02620. b. Precast concrete pavers having an SRI of at least 29 are specified in

Section 02784.

N. SS Credit 7.2 - Required - 1 point - Heat Island Effect: Roof. 1. The roofing design reduces thermal gradient differences by:

a. Using high reflectance and high emissivity roofing for at least 75 percent of roof area. (1) Standing seam metal roofing meeting the requirements is specified

in Section 07611. (2) Thermoplastic membrane roofing meeting the requirements is

specified in Section 07540.

O. SS Credit 8 - Not Required - 1 point - Light Pollution Reduction.

2.03 WATER EFFICIENCY (WE): 6 Points to Be Achieved.

A. WE Prerequisite 1 - Required - No points - Water Use Reduction, 20% Reduction. 1. Appropriate high efficiency and/or waterless fixtures are specified in Section

15440.

B. WE Credit 1.1 - Required - 2 points - Water Efficient Landscaping: Reduce by 50%. 1. Landscaping that requires irrigation is included in this project, but:

a. Plants that do not require much irrigation are specified in Section 02930.

C. WE Credit 1.2 - Not Required - 2 points - Water Efficient Landscaping: No Potable Use or No Irrigation.

D. WE Credit 2 - Not Required - 2 points - Innovative Wastewater Technologies.

E. WE Credit 3.1 - Required - 2 points (for 30% Reduction) - Water Use Reduction, 30% Reduction. 1. Appropriate high efficiency and/or waterless fixtures are specified in Division

15.

F. WE Credit 3.2 - Required - 2 points (for 40% Reduction) - Water Use Reduction. 1. Same solutions as for WE Credit 3.1, but greater reduction.

2.04 ENERGY & ATMOSPHERE (EA): 6 Points to Be Achieved.

A. EA Prerequisite 1 - Required - No points - Fundamental Commissioning of Building Energy Systems. 1. Commissioning performed by and under the supervision of an independent

commissioning authority is included in the Contract Documents. 2. General commissioning requirements are specified in Section 01810. 3. The commissioning authority's responsibilities are specified in Section 01815

for Contractor's information only. 4. Commissioning of HVAC is specified in Section 15012.


B. EA Prerequisite 2 - Required - No points - Minimum Energy Performance. 1. The building envelope, HVAC, lighting, etc., have been designed to meet the

criteria. 2. The overall design solution is implemented in the drawings and many

sections of the specifications.

C. EA Prerequisite 3 - Required - No points - Fundamental Refrigerant Management. 1. New equipment: No CFC-based refrigerants are used in any equipment.

Non-CFC refrigerants are specified in the following sections: a. Air-cooled condensing units: Section 15670. b. Roof-mounted single packaged air-conditioning units: Section 15770.

D. EA Credit 1 - Required - 4 points - Optimize Energy Performance. 1. The building envelope, HVAC, lighting, etc., have been designed to meet the

criteria for the number of points indicated (improve by 18%). 2. The overall design solution is implemented in the drawings and many


E. EA Credit 2 - Not Required - 1 to 7 points - On-Site Renewable Energy.

F. EA Credit 3 - Not Required - 2 points - Enhanced Commissioning.

G. EA Credit 4 - Required - 2 points - Enhanced Refrigerant Management. 1. No Halon is used in any equipment or extinguishing system. 2. HVAC:

a. New equipment: No HCFC-based refrigerants are used in any equipment. Non-HCFC refrigerants are specified in the following sections: (1) Air-cooled condensing units: Section 15670. (2) Roof-mounted single packaged air-conditioning units: Section

15770. 3. Fire Suppression:

a. Fire extinguishers specified in Section 10523 use agents other than Halon.

H. EA Credit 5 - Not Required - 3 points - Measurement & Verification.

I. EA Credit 6 - Not Required - 2 points - Green Power.

2.05 MATERIALS & RESOURCES: 7 Points to Be Achieved.

A. MR Prerequisite 1 - Required - No points - Storage & Collection of Recyclables. 1. The area(s) designated for collection and storage of recyclables is(are)

indicated on the drawings. 2. Bins, waste cans, can crushers, etc., are considered furnishings and are

therefore not part of the construction contract.

B. MR Credit 1.1 - Not Possible - New Building - Building Reuse: Maintain Existing Walls, Floors & Roof.

C. MR Credit 1.2 - Not Possible - New Building - Building Reuse: Maintain 50% of Interior Non-Structural Elements.

D. MR Credit 2.1 - Required - 1 point - Construction Waste Management, Divert


50% from Disposal. 1. Construction procedures and measurement of diverted waste are specified

in Section 01732. This section requires the Contractor to perform the measurement and computation.

2. Waste prevention and disposal procedures specific to certain types of work are specified in many sections.

E. MR Credit 2.2 - Required - 1 point - Construction Waste Management, Divert 75% from Disposal. 1. Same as for MR Credit 2.1, but increased quantity.

F. MR Credit 3.1 - Not Required - 1 point - Materials Reuse, 5%.

G. MR Credit 3.2 - Not Required – 1 point - Materials Reuse, 10%.

H. MR Credit 4.1 - Required - 1 point - Recycled Content: 10% (post-consumer plus 1/2 pre-consumer). 1. The definition of recycled content for the purposes of the contract documents

is included in Section 01600; qualifying products do not include plumbing, HVAC, electrical, or communications equipment, piping, conduit, ductwork, or wiring.

2. This project contains many steel-containing products. a. Submission of a complete list of all metal-containing products will be

required, with documentation showing steel mill source and mill process, allowing computation by using industry-averages for recycled content; the forms are specified in Section 01356.

b. Steel-containing products are specified in the appropriate section(s), including but not limited to: (1) Section 03200 - Concrete Reinforcement. (2) Section 05120 - Structural Steel. (3) Section 05400 - Cold-Formed Metal Framing. (4) Section 05500 - Metal Fabrications. (5) Section 08110 - Steel Doors and Frames. (6) Section 10500 - Lockers.

3. Concrete using recycled materials such as pozzolans (e.g., fly ash) and ground granulated blast-furnace slag to replace Portland cement as much as possible while retaining strength and design requirements is specified in: a. Section 03300 - Cast-in-Place Concrete.

4. Other products that must contain recycled content are specified in the appropriate section(s), including but not limited to: a. Section 02784 - Precast Concrete Pavers. b. Section 04810 - Unit Masonry Assemblies. c. Section 07611 - Standing Seam Metal Roofing. d. Section 08410 - Metal Framed Storefronts. e. Section 08520 - Aluminum Windows. f. Section 08800 - Glass and Glazing. g. Section 09260 - Gypsum Board Assemblies. h. Section 09300 - Tile. i. Section 09511 - Suspended Acoustical Ceilings. j. Section 10210 - Fixed Wall Louvers. k. Section 10350 - Flagpole.


l. Section 10500 - Lockers. 5. Contractor's reporting and measurement requirements are specified in

Section 01355 and Section 01600; calculation of project totals is not the responsibility of Contractor.

I. MR Credit 4.2 - Required - 1 point - Recycled Content: 20% (post-consumer plus 1/2 pre-consumer). 1. Same as for MR Credit 4.1, but increased quantity.

J. MR Credit 5.1 - Required - 1 point - Regional Materials: 10% Extracted, Processed & Manufactured Regionally. 1. For the purposes of the contract documents, the term "regionally-sourced" is

used instead of "regional materials" and is defined in Section 01600 in the same way as for this credit.

2. The submittal of the Regionally-Sourced Products Form is required for each product used. This will be done by requiring the submittal of the form along with the first application for payment for the product; the form is specified in Section 01356.

3. Major products that are to be regionally-sourced are specified in the appropriate section(s), including but not limited to: a. Section 02784 - Precast Concrete Pavers. b. Section 03200 - Concrete Reinforcement. c. Section 03300 - Cast-in-Place Concrete. d. Section 04810 - Unit Masonry Assemblies. e. Section 06100 - Rough Carpentry.

4. Other specific products that must be regionally-sourced are specified in the appropriate section(s).

5. Contractor's reporting and measurement requirements are specified in Section 01355 and Section 01600; calculation of project totals is not the responsibility of Contractor.

K. MR Credit 5.2 - Required - 1 point - Regional Materials: 20% Extracted, Processed & Manufactured Regionally. 1. Same as for MR Credit 5.1, but increased quantity.

L. MR Credit 6 - Not Required - 1 point - Rapidly Renewable Materials.

M. MR Credit 7 - Required - 1 point - Certified Wood. 1. For the purposes of the contract documents, the term "sustainably harvested

wood" is used instead of "certified wood" and is defined in Section 01600 in the same way as for this credit.

2. Specific wood products that must be sustainably harvested are specified in the appropriate section(s). a. Lumber framing, sheathing, blocking, curbing, and miscellaneous

carpentry are specified in Section 06100. b. Finish woodwork and custom cabinets are specified in Section 06410.

3. Contractor's reporting and measurement requirements are specified in Section 01355 and Section 01600; calculation of project totals is not the responsibility of Contractor.

2.06 INDOOR ENVIRONMENTAL QUALITY: 12 Points to Be Achieved.

A. EQ Prerequisite 1 - Required - No points - Minimum IAQ Performance.


1. The building ventilation has been designed to meet the minimum requirements of ASHRAE 62.1-2004.

2. The overall design solution is implemented in the drawings and many sections of the specifications.

B. EQ Prerequisite 2 - Required - No points - Environmental Tobacco Smoke (ETS) Control. 1. Exterior smoking areas are located at least 25 feet (8 meters) away from

entries, outdoor air intakes, and operable windows.

C. EQ Credit 1 - Required - 1 point - Outdoor Air Delivery Monitoring. 1. Outdoor airflow measurement devices in HVAC system, integrated with

HVAC control system, are specified in Division 15. 2. CO2 sensing and measurement devices in HVAC system, integrated with

HVAC control system, are specified in Division 15. 3. Sequence of operation of HVAC controls is specified in Division 15. 4. Direct-digital HVAC control system is specified in Division 15.

D. EQ Credit 2 - Not Required - 1 point - Increased Ventilation.

E. EQ Credit 3.1 - Required - 1 point - Construction IAQ Management Plan, During Construction. 1. Good construction procedures intended to prevent future problems are

specified in Section 01734.

F. EQ Credit 3.2 - Required - 1 point - Construction IAQ Management Plan, Before Occupancy. 1. Contractor is required to perform either a full building flush-out or air quality

testing prior to occupancy, both of which are specified in Section 01734.

G. EQ Credit 4.1 - Required - 1 point - Low-Emitting Materials, Adhesives & Sealants. 1. Product criteria and reporting requirements for VOC-restricted products are

specified in Section 01616. 2. The following products are used in this project and will comply with the

specified VOC restrictions: a. Firestopping sealants; specified in Section 07840. b. Architectural joint sealants; specified in Section 07900. c. Duct sealers and sealants; specified in Section 15891. d. All adhesives used on the project, whether explicitly specified or not, are

considered VOC-restricted products.

H. EQ Credit 4.2 - Required - 1 point - Low-Emitting Materials, Paints & Coatings. 1. Product criteria and reporting requirements for VOC-restricted products are

specified in Section 01616. 2. Paints and stains are specified in Section 09900.

a. Water-based paints or solvent-based paints with VOC content meeting the credit criteria are used for all interior opaque applications.

b. Other coatings, such as stains and clear finishes, are specified to meet the most stringent of federal EPA, state, or local criteria.

I. EQ Credit 4.3 - Required - 1 point - Low-Emitting Materials, Flooring Systems. 1. Product criteria and reporting requirements for VOC-restricted products are


specified in Section 01616. 2. The following products are used in this project and will comply with the

specified VOC restrictions: a. Resilient base is specified in Section 09650.

J. EQ Credit 4.4 - Required - 1 point - Low-Emitting Materials, Composite Wood & Agrifiber Products. 1. Product criteria and reporting requirements for VOC-restricted products are

specified in Section 01616. 2. The products covered by this credit include ONLY particleboard, plywood,

medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, door cores, and laminating adhesives used on-site or in the shop.

3. A project-wide prohibition on use of these products if they contain added urea-formaldehyde is specified.

K. EQ Credit 5 - Not Required - 1 point - Indoor Chemical & Pollutant Source Control.

L. EQ Credit 6.1 - Required - 1 point - Controllability of Systems: Lighting. 1. Lighting controls meeting the criteria are to be provided.

a. Manual switching devices are specified in Section 16143. b. Automatic switching devices are specified in Division 16.

M. EQ Credit 6.2 - Required - 1 point - Controllability of Systems: Thermal Comfort. 1. HVAC Controls: Individual controls are to be provided for at least 50 percent

of occupants in regularly occupied areas. a. Locally controlled HVAC terminal units are specified in Division 15. b. Direct-digital HVAC control system is specified in Division 15.

N. EQ Credit 7.1 - Required - 1 point - Thermal Comfort: Design. 1. Thermal comfort meeting the credit criteria is to be provided, with ventilation

by natural means only. 2. The overall design solution is implemented in the drawings and many


O. EQ Credit 7.2 - Required - 1 point - Thermal Comfort: Verification. 1. City's O&M program will address procedures for identifying and

implementing corrective actions. 2. A survey of building occupants will be conducted by City within 6 to 18

months after building occupancy to determine level of comfort; City will develop a plan for corrective action if more than 20 percent of occupants report dissatisfaction with thermal comfort in building.

3. The HVAC control system to be provided includes permanent, automatic and operator-adjustable thermal and humidity monitoring controls that will operate throughout all seasons.

4. Direct-digital HVAC control system is specified in Division 15. 5. Commissioning of these controls is specified in the sections referenced for

EA Prerequisite 1, Fundamental Building Systems Commissioning.

P. EQ Credit 8.1 - Not Required - 1 point - Daylight & Views: Daylighting.

Q. EQ Credit 8.2 - Required - 1 point - Daylight & Views, Views for 90% of Spaces.


1. Views meeting the credit criteria are to be provided. 2. The overall design solution is implemented in the drawings with vision

glazing specified in many sections of the specifications, including: a. Glazed aluminum storefront specified in Section 08410. b. Aluminum windows specified in Section 08520. c. Fixed glazing specified in Section 08800.

2.07 INNOVATION & DESIGN PROCESS (ID): 2 Points to Be Achieved.

A. ID Credit 1.1 - Required - 1 point - Innovation in Design: Exceeding 50% Water Savings in WEc3.

B. ID Credit 1.2 - Not Required - 1 point - Innovation in Design.

C. ID Credit 2 - Required - 1 point - LEED(tm) Accredited Professional.

2.08 REGIONAL PRIORITY (RP): 1 Point to Be Achieved (This project is located in zip code 33133, so RPCs include SSc5.2; WEc2; EAc1, 28%; MRc1.1, 75%; MRc5, 20%; and IEOc8.1).

A. RP Credit 1.1 - Required - 1 point - Region Specific Environmental Priority: Region 33133; EAc1, 28%.

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01355 - 1 of 5

LEED CERTIFICATION PROCEDURES

SECTION 01355


PART 1 GENERAL

1.01 LEED REQUIREMENTS

A. This project has been designed to achieve the LEED-NC Silver (minimum 33 points) rating, as defined in the LEED(r) Green Building Rating System(tm) for New Construction and Major Renovations, 2009 edition.

B. Certain LEED credits relate to the products and procedures used for construction. Therefore, the full cooperation of the Contractor and subcontractors is essential to achieving final certification.

D. Contractor shall familiarize himself with the relevant requirements and provide the necessary information and instruction to all subcontractors and installers.

E. Since Contractor and subcontractors may not be familiar with LEED requirements, this section includes a summary of the products and procedures intended to achieve LEED credits. 1. Some credits are marked PREREQUISITE; these must be achieved

regardless of the level of certification; many are dependent on proper performance by Contractor and subcontractors.

2. Other credits involve quantifying percentages by weight and cost; these require careful recordkeeping and reporting by the Contractor.

3. See www.usgbc.org for more information.

1.02 RELEVANT SECTIONS

A. Sections that include requirements intended to achieve LEED credits include, but are not limited to, the following: 1. Section 01356 - LEED Submittal Forms: Procedures for using the forms.

a. 01357 - LEED Material Cost Summary; to report material only cost categories for computations necessary for MR Credits 4.1, 4.2, 5.1, 5.2, 6, and 7.

b. 01358 - LEED Wood-Containing Product List; for documentation of wood and wood-based products used on project; MR Credit 7.

c. 01359 - LEED Metal-Containing Product List; for documentation of steel and other metals used on project; MR Credits 4.1 and 4.2.

d. 01360 - LEED New Product Content Form; for content percentages for recycled, rapidly renewable, and certified wood credits, with material cost; MR Credits 4.1, 4.2, 6, and 7; used in conjunction with Wood-Containing and Metal-Containing Product Lists as well as separately.

e. 01361 - LEED New Product Source Form; for documenting source of new products; MR Credit 5.1 and 5.2.

f. 01363 - LEED Prohibited Content Installer Certification; for each installer to certify compliance with VOC requirements for adhesives and sealants, including duct sealers, and to certify no use of urea-formaldehyde-containing wood products; EQ Credits 4.1 and 4.4.

3. Section 01575 - Temporary Erosion and Sedimentation Control:



Construction activity pollution prevention; SS Prerequisite 1. 4. Section 01600 - LEED Product Requirements: Overall project requirements

for: a. Recycled content; MR Credits 4.1 and 4.2. b. Regionally-sourced products; MR Credits 5.1 and 5.2.

(1) Contractor is not required to provide any particular minimum percentage of regionally-sourced products; however, to collect the information necessary to determine whether these credits can be achieved, Contractor is required to submit the LEED New Product Source Form for every product for which application for payment is made.

c. Certified (sustainably harvested) wood; MR Credit 7. d. Project-wide requirements for adhesives; EQ Credit 4.1. e. Project-wide requirements for joint sealants, including duct sealers; EQ

Credit 4.1. f. Low-emitting materials, paints and coatings; EQ Credit 4.2. g. Project-wide prohibition of added-urea-formaldehyde-containing

particleboard, plywood, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, door cores, and laminating adhesives used on-site or in the shop; EQ Credit 4.4.

5. Section 01700 - Execution Requirements: Dust control and basic surface drainage; SS Prerequisite 1.

6. Section 01732 - Waste Management: Construction waste management; MR Credits 2.1 and 2.2.

7. Section 01734 - Indoor Air Quality: a. Contractor's IAQ management plan and construction procedures; EQ

Credit 3.1. b. Building flush out or air contaminant testing; EQ Credit 3.2.

8. Section 01810 - Commissioning: a. Fundamental commissioning; EA Prerequisite 1.

9. Section 01815 - Commissioning Authority Responsibilities: a. Fundamental commissioning; EA Prerequisite 1.

10. Section 02221 - Earthwork: a. Modifying existing stormwater flows; SS Credit 6.1. b. Natural storm water treatment; SS Credit 6.2.

11. Section 02500 - Storm Drainage System: a. Reducing run-off rate and quantity; SS Credit 6.1. b. Natural storm water treatment; SS Credit 6.2.

12 Section 02620 - Portland Cement Concrete Paving: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

13. Section 02784 - Precast Concrete Pavers: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

14. Section 02871 - Bicycle Racks: Bicycle racks; SS Credit 4.2. 15. Section 02910 - Turf and Grasses: Turf for modifying existing stormwater

flows; SS Credit 6.1. 16. Section 02900 - Plants:

a. Erosion and sedimentation control; SS Prerequisite 1.



b. Modifying existing stormwater flows; SS Credit 6.1. c. Natural stormwater treatment; SS Credit 6.2. d. Plants that do not require much irrigation; WE Credit 1.1.

17. Section 03100 - Concrete Formwork: a. Recycled content; MR Credits 4.1 and 4.2. b. Sustainably harvested wood; MR Credit 7.

18. Section 03200 - Concrete Reinforcing: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

19. Section 03300 - Cast In Place Concrete: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

20. Section 04810 - Unit Masonry Assemblies: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

21. Section 06100 - Rough Carpentry: Sustainably harvested wood; MR Credit 7.

22. Section 06400 - Architectural Wood work and Custom Cabinets: a. Sustainably harvested wood; MR Credit 7. b. LEED-VOC-compliant adhesives; EQ Credit 4.1. c. Project-wide requirements for no use of urea-formaldehyde-containing

wood products; EQ Credit 4.4. 23. Section 06415 - Solid Surfacing Window Sills: LEED-VOC-compliant

adhesives; EQ Credit 4.1. 24. Section 07212 - Building Insulation:

a. Recycled content; MR Credits 4.1 and 4.2. b. LEED-VOC-compliant adhesives; EQ Credit 4.1.

25. Section 07540 - Thermoplastic Membrane Roofing: a. Highly reflective color; SS Credit 7.2. b. Recycled content; MR Credits 4.1 and 4.2.

26. Section 07611 - Standing Seam Metal Roofing: a. Highly reflective color; SS Credit 7.2. b. Recycled content; MR Credits 4.1 and 4.2.

27. Section 07840 - Firestopping: LEED-VOC-compliant firestopping sealants; EQ Credit 4.1.

28. Section 07900 - Joint Sealers: LEED-VOC-compliant sealants; EQ Credit 4.1.

29. Section 08110 - Steel Doors and Frames: a. Recycled content; MR Credits 4.1 and 4.2. b. Regional materials; MR Credits 5.1 and 5.2.

30. Section 08410 - Metal-Framed Storefronts: a. Recycled content; MR Credits 4.1 and 4.2. b. Views; EQ Credit 8.2.

31. Section 08800 - Glazing: Views; EQ Credit 8.2. 32. Section 09260 - Gypsum Board Assemblies:

a. Recycled content; MR Credits 4.1 and 4.2. 33. Section 09300 - Tile:

a. Tile made with recycled aggregate; MR Credits 4.1 and 4.2. b. Project-wide requirements for adhesives; EQ Credit 4.1.



34. Section 09900 - Paints and Coatings: LEED-VOC-compliant interior opaque paints and coatings; EQ Credit 4.2.

35. Section 10523 - Fire Extinguishers, Cabinets, and Accessories: Fire extinguishers that use agents other than Halon: EA Credit 4.

36. Section 12485 - Walk-off Mats and Frames: Floor mats at high volume entryways; EQ Credit 5.

37. Section 15012 - Commissioning of HVAC: a. Fundamental commissioning; EA Prerequisite 1. b. Commissioning of HVAC controls; EQ Credit 7.2.

38. Section 15411 - Water Distribution and Piping: a. Non-potable water distribution for reducing run-off rate and quantity; SS

Credit 6.1. b. Non-potable water distribution for water use reduction; WE Credit 3.1

and 3.2. 39. Section 15420 - Drainage and Vent Systems:

a. Non-potable water distribution for reducing run-off rate and quantity; SS Credit 6.1.

b. Non-potable water distribution for water use reduction; WE Credit 3.1 and 3.2.

40. Section 15440 - Plumbing Fixtures: a. Showers near bicycle entrance; SS Credit 4.2. b. High efficiency toilet fixtures; occupant sensors; WE Credit 3.1 and 3.2.

41. Section 15891 - Metal Ductwork: Ducts: a. For thermal comfort; EQ Credit 7.1. b. Low-VOC duct sealers; EQ Credit 4.1. c. For mechanical ventilation for thermal comfort; EQ Credit 7.1.

42. Section 15975 - Automatic Controls & Energy Management System: HVAC sequence of operation: a. Ventilation control utilizing carbon dioxide monitoring; EQ Credit 1. b. Individual HVAC controls; EQ Credit 6.2.

43. Section 16143 - Wiring Devices: Manual lighting control devices; EQ Credit 6.1.

1.03 SUBMITTALS

A. For submittal procedures, refer to Section 2 - General Terms and Conditions and Section 3 - Supplemental Terms and Conditions.

B. LEED Submittal/Report: For each product with the notation "show quantity on LEED submittal or report," submit a report with the following information: 1. Submit with each Application for Payment; update the Report each period

with latest period shown separately. 2. Identify each product with:

a. Name and manufacturer. b. Specification section number. c. Applicable Credit(s). d. Net weight per unit. e. Quantity installed. f. Material cost per unit. g. Total material cost.



h. Other information specified for specific item. 3. Attach evidence of compliance from either the manufacturer or an

independent agency.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356 - 1 of 2 LEED SUBMITTAL FORMS

SECTION 01356

LEED SUBMITTAL FORMS

1.01 PURPOSE

A. These forms are for the Contractor's use in submitting documentation to be used to determine whether particular credits have been achieved. The cooperation of subcontractors, suppliers, and manufacturers is required.

B. These forms apply to the following LEED Credits: 1. MR Credits 4.1 and 4.2 - Recycled Content. 2. MR Credits 5.1 and 5.2 - Regional Materials. 3. MR Credit 7 - Certified Wood. 4. IEQ Credit 4.1 - Low-Emitting Materials: Adhesives and Sealants.

1.02 FORMS

A. LEED Material Cost Summary Form: Certification by Contractor; see Attachment A.

B. LEED Wood-Containing Product List: Certification by Contractor; see Attachment B.

C. LEED Metal-Containing Product List: Certification by Contractor; see Attachment C.

D. LEED New Product Content Form: Including separate reporting of wood, steel, rapidly renewable, and recycled content; data certification by manufacturer of product; cost and quantity certification by Contractor; see Attachment D.

E. LEED New Product Source Form: Data certification by manufacturer of product; cost and quantity certification by Contractor; see Attachment E.

F. LEED Prohibited Content Installer Certification: Certification by each installer working on project regardless of product type; see Attachment F.

1.03 PROCEDURES

A. All LEED submittal forms are to be submitted by Contractor; certifications are to be made by indicated party.

B. Where a LEED Submittal is called for, fill out and submit the appropriate form. 1. Fill out one form for each different brand name product and each different

manufacturer of a lot of commodity products. 2. Where required attachments are specified, attach the documentation to the

back of the form.

C. Each form must be signed by the entity capable of certifying the information. 1. Certification signatures must be made by an officer of the company. 2. For products, certification must be made by the manufacturer not the

supplier. 3. For custom fabricated products, certification by the fabricator is acceptable.

D. Submit the completed forms in accordance with the requirements of Section 2 - General Terms and Conditions, Section 3 - Supplemental Terms and Conditions,

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356 - 2 of 2 LEED SUBMITTAL FORMS

and Section 01355, as information submittals. 1. Give each form a unique submittal number. 2. Do not combine LEED forms with product data or shop drawing submittals.

E. Submit forms applicable to work for which application for payment is being made, either prior to or concurrent with application for payment; payment will not be made until relevant forms have been submitted.

F. For work covered by multiple applications for payment, the initial submittal of a LEED form is sufficient for subsequent applications unless the nature of the product has changed.

END OF SECTION

Attachment A - LEED Material Cost Summary Form.

Attachment B - LEED Wood-Containing Product List.

Attachment C - LEED Metal-Containing Product List.

Attachment D - LEED New Product Content Form.

Attachment E - LEED New Product Source Form.

Attachment F - LEED Prohibited Content Installer Certification.

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-A - 1 of 1

LEED MATERIAL COST SUMMARY FORM

SECTION 01356 Attachment A

LEED MATERIAL COST SUMMARY FORM

1.01 LEED SUBMITTAL FORM

A. Identification: 1. Project Name: Dinner Key Marina Dockmaster Building 2. Consultant: M.C. Harry & Associates, Inc.

B. This form applies to the following LEED Credits: 1. MR Credits 4.1 and 4.2 - Recycled Content. 2. MR Credits 5.1 and 5.2 - Regional Materials. 3. MR Credit 7 - Certified Wood.

C. Procedure: 1. Because the above listed credits require computations based on the material

costs for the project, the Contractor is required to submit the following cost breakdown, in addition to any cost breakdown specified elsewhere.

2. Costs are to be material costs excluding labor, overhead, and profit, but including delivery, storage, and handling charges. Revise cost summary whenever materials actually installed change due to contract modifications or Contractor preference.

1.02 CERTIFICATION

1.03 $ __________ Total Cost of All Materials

1.04 $ __________ Total Cost of Plumbing, HVAC, Electrical, and Communications

1.05 $ __________ Total Cost of Architectural Equipment in Divisions 11 Through 14

1.06 $ __________ Total Cost of Wood and Wood-Based Materials, including temporary construction items that will neither be incorporated into the work nor returned to their supplier for re-use.

1.07 CERTIFIED BY: (Contractor)

A. Print Name: ______________________________________________

B. Signature: ______________________________________________

C. Title: _______________________ (officer of company)

D. Date: _________________

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-B - 1 of 2

LEED WOOD-CONTAINING PRODUCT LIST

SECTION 01356 Attachment B




B. This form applies to LEED MR Credit 7 (certified wood).

1.02 WOOD-CONTAINING PRODUCTS

A. Wood-containing products are those made of solid wood, wood chip, or wood fiber, or containing components made of solid wood, wood chip, or wood fiber.

B. Rationale: Because the computation for this credit is based on the total material costs for all wood and wood-based products on the project, the Contractor is required to submit the following itemization of wood and wood-based products, including materials used during construction but not incorporated into the finished work.

C. Procedure: For each wood-containing product provided for this project, submit "LEED Material Content Form". At minimum, submit for the following products. Initial those for which the material content form is attached.

D. Permanent Wood-Containing Product List: 1. ___ Wood framing, furring, and supports 2. ___ Sheathing 3. ___ Blocking, curbing, and nailers 4. ___ Architectural woodwork 5. ___ Cabinets and casework 6. ___ Doors and frames, including composite construction 7. ___ Wood shelving

E. Temporary Wood-Containing Product List: 1. ___ Excavation supports 2. ___ Concrete formwork and formwork supports 3. ___ Bracing and shoring 4. ___ Barricades and enclosures

1.03 CERTIFICATION

A. ___ All other wood-containing products used on this project are shown on the attached list.

B. ___ I certify that there are no other wood-containing products used on this project that exceed 1 percent of total material cost.

C. ___ I certify that there are no other temporary facilities or construction using wood-containing products that exceed 1 percent of the total material cost.

D. CERTIFIED BY: (Contractor)

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-B - 2 of 2


1. Print Name: ______________________________________________ 2. Signature: ______________________________________________ 3. Title: _____________ _________ (officer of company) 4. Date: ________ _________

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-C - 1 of 2 LEED METAL-CONTAINING PRODUCT LIST

SECTION 01359 Attachment C

LEED METAL-CONTAINING PRODUCT LIST



B. This form applies to LEED Credits MR 4.1 and 4.2 (recycled content).

1.02 STEEL-CONTAINING PRODUCTS

A. Rationale: Although all steel contains reused steel, steel products often cannot be traced to a certain mill lot and, even when they can, the mill's certificate usually does not indicate the proportion of new to reused steel.

B. Procedure: Determine recycled steel content by estimating the proportion of reused steel based on trade association surveys of mill practices multiplied by the quantity of steel by weight in the product. 1. Referenced Mill Practices Survey: See the current edition of Steel Recycling

Institute "Steel Takes LEED with Recycled Content," at http://www.recycle-steel.org/PDFs/leed/steel_takes_LEED_011405.pdf.

2. If the mill source cannot be identified, the product will be considered to have the lowest reused steel content reported in referenced mill practices survey.

3. For each steel-containing product provided for this project, submit "LEED New Product Content Form". At minimum, submit for the following products. Initial those for which the material content form is attached.

C. Steel-Containing Product List: 1. ___ Concrete reinforcement (bars, mats, wire, mesh), anchor plates. 2. ___ Structural steel framing members, plates. 3. ___ Steel structural components of pre-engineered products. 4. ___ Miscellaneous steel fabrications made from rolled shapes, including

equipment supports. 5. ___ Miscellaneous formed steel fabrications. 6. ___ Steel sheet metal flashing and trim. 7. ___ Steel doors and frames. 8. ___ Non-load-bearing steel framing (studs, ceiling framing, shaftwall) 9. ___ Steel lath for plaster, and trim. 10. ___ Suspended ceiling grid. 11. ___ Steel lockers. 12. ___ All equipment with steel housings, casings, or boxes, except mechanical

and electrical; report housing percentage by weight/mass only.

1.03 CAST IRON-CONTAINING PRODUCTS

A. Rationale: Cast iron is considered 100 percent recycled.

B. For each homogeneous cast iron product, report total cost on "LEED New Product Content Form".

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-C - 2 of 2 LEED METAL-CONTAINING PRODUCT LIST

C. Cast Iron Product List: 1. ___ Cast iron pipe. 2. ___ Cast iron castings.

1.04 CERTIFICATION

A. ___ All other steel- and cast iron-containing products used on this project are shown on the attached list.

B. ___ I certify that there are no other steel-containing products used on this project that exceed 1 percent of total material cost less material cost attributed to mechanical and electrical.

C. ___ I certify that there are no other cast iron-containing products used on this project that exceed 1 percent of total material cost less material cost attributed to mechanical and electrical.

D. CERTIFIED BY: (Contractor) 1. Print Name: ______________________________________________ 2. Signature: ______________________________________________ 3. Title: (officer of company) 4. Date: ________________

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-D - 1 of 2 LEED NEW PRODUCT CONTENT FORM

SECTION 01356 Attachment D

LEED NEW PRODUCT CONTENT FORM


A. Identification: 1. Project Name: Dinner Key Marina Dockmaster Building 2. Consultant: M.C. Harry & Associates, Inc. 3. Product Name: ______________________________ (brand name, model

number, etc.) 4. Manufacturer:

_________________________________www.________________ a. Contact:

__________________________________tel:__________________ 5. Supplier/Sub:

_________________________________www.________________ a. Contact:

__________________________________tel:__________________ 6. Applicable Specification Section Number(s) ______________________

B. This form applies to LEED Credits MR 4.1 and 4.2 (recycled content), MR 6 (rapidly renewable content), and MR 7 (certified wood).

1.02 PRODUCT CERTIFICATION

A. FSC-Certified Solid Wood, Wood Chip, and Wood Fiber Content: ________ percent by weight (mass). 1. ____ Product is FSC-trademarked. 2. ____ FSC Chain-of-Custody certificate number is ________________ 3. FSC: Forest Stewardship Council Chain-of-Custody number or physical

trademark; computation of less than 100 percent certified content in accordance with FSC policy.

B. Rapidly Renewable Content: _________ percent by weight (mass). 1. Description of Rapidly Renewable Content:

_______________________________ 2. Definition: Made from plants that are harvested not more than 10 years after

planting.

C. Steel Content: _________ percent by weight (mass). 1. ____ Steel Mill Source is:

_____________________________________________ 2. ____ Mill letter describing mill process and typical re-used steel content is

attached.

D. Other Content: (Percentages by weight (mass) may not add up to more than 100 percent.) 1. Pre-Consumer/Post-Industrial Recycled Content: ________ percent by

weight (mass). 2. Post-Consumer Recycled Content: ________ percent by weight (mass). 3. Description of Recycled Content:

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-D - 2 of 2 LEED NEW PRODUCT CONTENT FORM

_______________________________________ 4. Definition: Recycled content is defined in accordance with FTC regulations,

found in 16 CFR 260.7(e); see www.ftc.gov/bcp/grnrule/guides980427.htm.

E. Total Weight (Mass): _____________ per ____________ (unit).

F. CERTIFIED BY: (Manufacturer) 1. Print Name: _______________________________________ 2. Signature: _______________________________________ 3. Title: _______________________ (officer of company) 4. Date: _________________

1.03 COST CERTIFICATION

A. Unit Cost: $ ___________ per _________ (same unit as above); 1. No. of Units Installed: _____

B. OR (enter cost either above or below, not both)

C. Total Installed Material Cost of This Product: $ ______________

D. CERTIFIED BY: (Contractor) 1. Print Name: _______________________________________ 2. Signature: _______________________________________ 3. Title: (officer of company) 4. Date:

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-E - 1 of 2 LEED NEW PRODUCT SOURCE FORM

SECTION 01356-E

LEED NEW PRODUCT SOURCE FORM


A. Identification: 1. Project Name: Dinner Key Marina Dockmaster Building 2. Consultant: M.C. Harry & Associates, Inc. 3. Product Name: ______________________________ (brand name, model

number, etc.) 4. Manufacturer: ___________________________ www.________________

a. Contact: ___________________________ tel:__________________ 5. Supplier/Sub: ___________________________ www.________________

a. Contact: ___________________________ tel:__________________ 6. Applicable Specification Section Number(s) ______________________

B. This form applies to LEED MR Credits 5.1 and 5.2 for new products only; see separate form for reused products.


A. The following percentages of this product were processed in the locations indicated. (Indicate N/A in first column if process is not applicable.)

Percent Harvest, Extraction, Recovery, or Manufacturing Process

City/County, State, Country

Distance from Project

____ % Raw Material __________: ___________________ ________________ ____ % Raw Material __________: ___________________ ________________ ____ % Raw Material __________: ___________________ ________________ ____ % Manufactured at: (primary) ___________________ ________________ ____ % Manufactured at: (primary) ___________________ ________________ ____ % Manufactured at: (secondary) ___________________ ________________ ____ % Manufactured at: (secondary) ___________________ ________________ ____ % Manufactured at: (final) ___________________ ________________ ____ % Manufactured at: (final) ___________________ ________________

B. CERTIFIED BY: (Manufacturer) 1. Print Name: ______________________________________________ 2. Signature: ______________________________________________ 3. Title: (officer of company) 4. Date:

1.03 COST CERTIFICATION

A. Unit Cost: $ ___________ per _________ (unit); 1. No. of Units Installed: _____

B. OR (enter cost either above or below, not both)

C. Total Installed Material Cost: $ ______________

D. CERTIFIED BY: (Contractor)

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-E - 2 of 2 LEED NEW PRODUCT SOURCE FORM

1. Print Name: ______________________________________________ 2. Signature: ______________________________________________ 3. Title: (officer of company) 4. Date:

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01356-F - 1 of 1

LEED PROHIBITED CONTENT INSTALLER CERTIFICATION

SECTION 01356 Attachment F

LEED PROHIBITED CONTENT INSTALLER CERTIFICATION



B. This form applies to the following LEED credits: 1. Credit IEQ 4.1; VOC content of field-installed adhesives and sealants.

C. Procedure: 1. Because installers are allowed and directed to choose accessory materials

suitable for the applicable installation, each installer of work on this project is required to certify that his/their use of these particular materials complies with the contract documents and to provide documentation showing that the products used do not contain the prohibited content.

2. Volatile organic compounds (VOCs) are defined by the U.S. EPA and State and local regulations applicable to this project. See Contract Documents for minimum criteria.


A. ____ Adhesives: Certify either the above or the below, not both: 1. I certify that the installation work of my firm on this project has not required

the use of any adhesives. 2. I certify that my firm has NOT installed any adhesive with VOC content

exceeding that specified in Section 01600 on this project; product data and MSDS sheets for all adhesives used, whether specified or not, are attached.

B. ____ Joint Sealants: Certify either the above or the below, not both: 1. I certify that the installation work of my firm on this project has not required

the use of any gunnable or pourable joint sealants. 2. I certify that my firm has NOT installed any joint sealant with VOC content

exceeding that specified in Section 07900 on this project; product data and MSDS sheets for all joint sealants used, whether specified or not, are attached.

C. CERTIFIED BY: (Installer/Manufacturer/Supplier Firm) 1. Firm Name: ______________________________________________ 2. Print Name: ______________________________________________ 3. Signature: ______________________________________________ 4. Title: (officer of company) 5. Date:

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01400 - 1 of 5 QUALITY REQUIREMENTS

SECTION 01400

QUALITY REQUIREMENTS

PART 1 GENERAL


A. Mock-ups.

B. Control of installation.

C. Tolerances.

D. Testing and inspection services.

E. Manufacturers' field services.

1.02 RELATED REQUIREMENTS

A. Section 01354 - LEED Credit Requirements.

B. Section 01355 - LEED Certification Procedures.

C. Section 01734 - LEED Indoor Air Quality Requirements.

D. Section 01810 - LEED Commissioning Requirements.

E. Section 01815 - LEED Commissioning Authority Responsibilities.

F. Section 15012 - Commissioning of HVAC Systems.

G. Section 15300 - Fire Protection: Automatic fire-extinguishing systems shall be inspected and tested in accordance with the provisions of FBC-B SECTION 904.4 and NFPA 13 prior to acceptance.

H. Section 15990 - Testing, Adjusting and Balancing: Requirements and procedures for total mechanical systems testing, adjusting, and balancing.

1.03 SUBMITTALS

A. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number,

and names of full time registered Engineer and responsible officer. 2. Submit copy of report of laboratory facilities inspection made by NIST

Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection.

B. Design Data: Submit for Consultant's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Project Manager's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Consultant, to Project Manager, and to Contractor. 1. Include:

a. Date issued.


b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test/inspection. h. Date of test/inspection. i. Results of test/inspection. j. Conformance with Contract Documents. k. When requested by Consultant, provide interpretation of results.

2. Test report submittals are for Consultant's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, and for Project Manager's information.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Consultant, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product, but

must be acceptable to Consultant.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Project Manager's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Consultant's benefit as contract administrator, and for Project Manager’s information. 1. Submit for information for the limited purpose of assessing conformance with

information given and the design concept expressed in the contract documents.

G. Erection Drawings: Submit drawings for Consultant's benefit as contract administrator, and for Project Manager’s information. 1. Submit for information for the limited purpose of assessing conformance with

information given and the design concept expressed in the contract documents.

1.04 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Neither the contractual relationships, duties or responsibilities of the parties in Contract nor those of Consultant shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.05 TESTING AND INSPECTION AGENCIES


A. Contractor shall employ and pay for services of an independent testing agency to perform testing and inspection services required by applicable regulatory requirements, governing building code, authority having jurisdiction, or specifications.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency: 1. Testing Agency: Comply with requirements of ASTM E329, ASTM E543,

ASTM C1021, ASTM C1077, ASTM C1093, ASTM D3740, and ASTM D3666. 2. Inspection Agency: Comply with requirements of ASTM D3740 and ASTM

E329. 3. Laboratory: Authorized to operate in the State of Florida. 4. Laboratory Staff: Maintain a full time registered Engineer on staff to review

services. 5. Testing Equipment: Calibrated at reasonable intervals either by NIST or

using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Consultant before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.


C. Accepted mock-ups shall be a comparison standard for the remaining Work.

D. Where mock-up has been accepted by Consultant and is specified in product specification sections to be removed, remove mock-up and clear area when directed to do so.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Consultant before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. See governing building code and individual specification sections for testing and inspection required.

B. Testing Agency Duties: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with Consultant and

Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with

specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract

Documents. 5. Promptly notify Consultant and Contractor of observed irregularities or

non-conformance of Work or products. 6. Perform additional tests and inspections required by Consultant. 7. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work.

D. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials

proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to

manufacturers' facilities. 3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be

tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples.


4. Notify Consultant and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-conformance to specified requirements: 1. Shall be performed by the same agency on instructions by Consultant. 2. Shall be paid for by Contractor.

F. Testing Plan and Log: As tests are performed, Contractor will record on the "Testing Plan and Log" the date the test was performed and the date the test results were forwarded to the Consultant and Project Manager. 1. Attach a copy of the updated "Testing Plan and Log" to the Requisition for

Payment of each month.

G. Tests Required by the Building Official: Whenever there is insufficient evidence of compliance with the provisions of the governing building code, or evidence that a material or method does not conform to the requirements of the code, or in order to substantiate claims for alternative materials or methods, the building official may require tests as evidence of compliance to be made at no expense to the City. 1. Test methods shall be as specified in the governing building code or by other

recognized test standards. a. In the absence of recognized and accepted test methods, the building

official shall approve the testing procedures. 2. Tests shall be performed by an approved agency. 3. Reports of such tests shall be submitted to the Consultant, the Project

Manager, and the building official.

3.05 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.06 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Consultant, it is not practical to remove and replace the Work, Consultant will direct an appropriate remedy or adjust payment.

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01425 - 1 of 43 REFERENCE STANDARDS

SECTION 01425

REFERENCE STANDARDS

PART 1 GENERAL


A. Requirements relating to referenced standards.

B. Listing of standards that are referenced in various sections of these specifications. 1. Construction industry organization documents. 2. Government and related agencies documents.

1.02 QUALITY ASSURANCE

A. Citation of Standards: Each citation listed in this section includes: 1. Name of promulgating technical society, organization or agency of the

standard. 2. Standard identification, as used in the various sections of these

specifications. 3. Title of the standard.

B. Edition Date of Standards: Reference to the standards of any technical society, organization or body shall be construed to mean the latest standard adopted and published (including all revisions, amendments, supplements, and updates) at the date the Invitation to Bid was issued, except as follows: 1. When a standard listed in this section is also listed in an applicable code, the

effective date of that standard as listed in the applicable code shall apply. 2. When the citation for a standard listed in this section includes a specific

edition date, the effective date of such standard as listed in the citation shall apply.

C. Where differences occur between provisions of these specifications and referenced codes and standards, the provisions the most stringent requirement shall apply. 1. Should specified reference standards conflict with Contract Documents,

request clarification from the Consultant before proceeding.

D. The codes and standards referenced in the specifications shall be considered part of the contract requirements to the prescribed extent of each such reference. 1. Such reference is hereby made a part of the Contract Documents, the same

as if herein repeated in full.

E. For products or workmanship specified by reference to one or more reference standards, comply with requirements of the standard(s) except when more stringent requirements are specified or are required by applicable codes.

F. When required by the Contract Documents, Contractor shall obtain copies of designated reference standard document(s) and maintain at project site during submittals, planning, and progress of the specific work, until Substantial Completion.


G. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of the Consultant shall be altered by the Contract Documents by mention or inference otherwise in any reference document.

PART 2 CONSTRUCTION INDUSTRY ORGANIZATION DOCUMENTS

2.01 ALUMINUM ASSOCIATION, INC. (AA)

A. AA DAF-45 -- Designation System for Aluminum Finishes.

B. AA SAAA-46 -- Standards for Anodized Architectural Aluminum.

2.02 ASSOCIATED AIR BALANCE COUNCIL (AABC)

A. AABC MN-1 -- AABC National Standards for Total System Balance.

2.03 AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

A. AAMA/NWWDA 101/I.S.2 -- (refer to AAMA/WDMA/CSA 101/I.S.2/A440).

B. AAMA/WDMA/CSA 101/I.S.2/A440 -- Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors.

C. AAMA 501 -- Methods of Test for Exterior Walls. 1. AAMA 501.1 -- Standard Test Method for Exterior Windows, Curtain Walls

and Doors for Water Penetration Using Dynamic Pressure. 2. AAMA 501.2 -- Field Check of Metal Storefronts, Curtain Walls, and Sloped

Glazing Systems for Water Leakage; (part of AAMA 501).

D. AAMA 603.8 -- Pigmented Organic Coating on Extruded Aluminum; current edition, including all revisions and updates.

E. AAMA 607.1 -- Voluntary Guide Specification and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum.

F. AAMA 611 -- Voluntary Specification for Anodized Architectural Aluminum.

G. AAMA 612 -- Voluntary Specification, Performance Requirements and Test Procedures for Acombined Coatings of Anodic Oxide and Transparent Organic Coatings on Architectural Aluminum.

H. AAMA 620 -- Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Aluminum Substrates.

I. AAMA 1302.5 -- Forced Entry Aluminum Prime Windows.

J. AAMA 1303.5 -- Forced Entry Resistant Aluminum Sliding Glass Doors.

K. AAMA 2605 -- Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels.

L. AAMA CW-10 -- Care and Handling of Architectural Aluminum from Shop to Site.

2.04 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)


A. AASHTO M-36 -- Standard Specification for Corrugated Steel Pipe, Metallic-Coated, for Sewers and Drains.

B. AASHTO M-43 – Standard Specification Sizes of Aggregate for Road and Bridge Construction (ASTM D448).

C. AASHTO M-63 -- Standard Specification for Castings, Iron-Chromium, Iron-Chromium-Nickel, Corrosion Resistant, for General Application (same as ASTM A743).

D. AASHTO M-233 -- Standard Specification for Boiled Linseed Oil Mixture for Treatment of Portland Cement Concrete

E. AASHTO M-252 --

.

Standard Specification for Corrugated Polyethylene Drainage Pipe

F. AASHTO T-180 -- Standard Specification for Moisture-Density Relations of Soils Using a 4.54 kg (10--lb) Rammer and a 457 mm (18 in.) Drop.

.

2.05 AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

A. ACI 117 -- Standard Specifications for Tolerances for Concrete Construction and Materials.

B. ACI 211.1 -- Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete.

C. ACI 301 -- Specifications for Structural Concrete for Buildings.

D. ACI 302.1R -- Guide for Concrete Floor and Slab Construction.

E. ACI 304 -- Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete.

F. ACI 304R -- Guide for Measuring, Mixing, Transporting, and Placing Concrete.

G. ACI 305R -- Hot Weather Concreting.

H. ACI 306R -- Cold Weather Concreting.

I. ACI 308 -- Standard Practice for Curing Concrete.

J. ACI 308R -- Guide to Curing Concrete.

K. ACI 309 -- Guide for Consolidation of Concrete.

L. ACI 309R -- Guide for Consolidation of Concrete

M. ACI 311 -- Concrete Inspection.

N. ACI 311.4R -- Guide for Concrete Inspection.

O. ACI 311.5 -- Guide for Concrete Plant Inspection and Testing of Ready-Mixed Concrete.

P. ACI 315 -- Details and Detailing of Concrete Reinforcement.

Q. ACI 318 -- Building Code Requirements for Structural Concrete and Commentary.

R. ACI 347 -- Recommended Practice for Concrete Formwork.


S. ACI 347R -- Guide to Formwork for Concrete.

T. ACI 530/ASCE 5/TMS 402 -- Building Code Requirements for Masonry Structures.

U. ACI 530.1/ASCE 6/TMS 602 -- Specification for Masonry Structures.

V. ACI SP-4 -- Formwork for Concrete.

2.06 AIR DIFFUSION COUNCIL (ADC)

A. ADC 1062 -- (refer to ADC 1062:GRD-84).

B. ADC 1062:GRD-84 -- Test Code for Grilles, Registers & Diffusers.

2.07 AMERICAN FOREST AND PAPER ASSOCIATION (AFPA)

A. AFPA (NDS) -- National Design Specification for Wood Construction.

B. AFPA (WFCM-HWG) -- Wood Frame Construction Manual High Wind Guides.

2.08 AMERICAN HARDBOARD ASSOCIATION (AHA)

A. AHA A135.4 -- Basic Hardboard.

2.09 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. (AISC)

A. AISC (AMAN) -- ASD Manual of Steel Construction.

B. AISC (HSS) -- Specification for the Design of Steel Hollow Structural Sections.

C. AISC (LMAN) -- LRFD Manual of Steel Construction, Volume I - Structural Members, Specifications and Codes.

D. AISC 303 -- Code of Standard Practice for Steel Buildings and Bridges.

E. AISC 335 -- Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design.

F. AISC 348 -- Specification for Structural Joints Using ASTM A325 or A490 Bolts.

G. AISC 360 -- Specification for Structural Steel Buildings.

2.10 AMERICAN IRON AND STEEL INSTITUTE (AISI)

A. AISI D110 -- Design Guide for Cold-Formed Steel Structural Members.

B. AISI SG02-1 -- North American Specification for the Design of Cold-Formed Steel Structural Members (replaced AISI SG-971)

C. AISI SG02-5 -- Standard for Cold-Formed Steel Framing-Truss Design.

D. AISI SG-971 -- Specification for the Design of Cold-Formed Steel Structural Members.

E. AISI SG-973 -- Cold-Formed Steel Design Manual.

2.11 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)

A. AITC OT-01 -- Timber Construction Manual.

2.12 AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)


2.13 AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL, INC. (AMCA)

A. AMCA 511 -- Certified Ratings Program for Air Control Devices.

2.14 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

A. ANSI A13.1 -- Scheme for the Identification of Piping Systems.

B. ANSI A14.3 -- American National Standard for Ladders - Fixed - Safety Requirements.

C. ANSI A21.4 --

D. ANSI A21.10 -- (refer to AWWA C110/A21.10).

(refer to AWWA C104/A21.4).

E. ANSI A21.11 -- American National Standard for Rubber Gasket Joints for Cast Iron and Ductile Iron Pressure Pipe and Fittings; current edition.

F. ANSI A21.50 -- (refer to AWWA

G. ANSI A21.51 -- (

C150/A21.50).

refer to

H. ANSI A41.1 -- Building Code Requirements for Masonry.

AWWA C151/A21.51).

I. ANSI A41.2 -- Building Code Requirements for Reinforced Masonry.

J. ANSI A108 Series/A118 Series/A136.1 -- American National Standard Specifications for the Installation of Ceramic Tile (Compendium). 1. ANSI A108.1 -- American National Standard for Installation of Ceramic Tile.

a. ANSI A108.1a -- American National Standard Specifications for Installation of Ceramic Tile in the Wet-Set Method, with Portland Cement Mortar.

b. ANSI A108.1b -- American National Standard Specifications for Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex Portland Cement Mortar.

c. ANSI A108.1c -- Specifications for Contractors Option: Installation of Ceramic Tile in the Wet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry-Set or Latex Portland Cement Mortar.

2. ANSI A108.2 -- General Requirements: Materials, Environmental and Workmanship.

3. ANSI A108.3 -- Quarry Tile and Paver Tile Installed With Portland Cement Mortar.

4. ANSI A108.4 -- American National Standard Specifications for Installation of Ceramic Tile with Organic Adhesives or Water Cleanable Tile Setting Epoxy Adhesive.

5. ANSI A108.5 -- American National Standard Specifications for Installation of Ceramic Tile with Dry-Set Portland Cement Mortar or Latex--Portland Cement Mortar.

6. ANSI A108.6 -- American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant, Water Cleanable Tile-Setting and Grouting Epoxy.

7. ANSI A108.7 -- American National Standard Specification for Electrically Conductive Ceramic Tile Installed with Conductive Dry-Set Portland Cement Mortar.


8. ANSI A108.8 -- American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant Furan Mortar and Grout.

9. ANSI A108.9 -- American National Standard Specifications for Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout.

10. ANSI A108.10 -- American National Standard Specifications for Installation of Grout in Tilework.

11. ANSI A108.11 -- American National Standard for Interior Installation of Cementitious Backer Units.

12. ANSI A108.12 -- American National Standard for Installation of Ceramic Tile with EGP (Exterior glue plywood) Latex-Portland Cement Mortar.

13. ANSI A108.13 -- American National Standard for Installation of Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone.

14. ANSI A118.1 -- American National Standard Specifications for Dry-Set Portland Cement Mortar.

15. ANSI A118.3 -- American National Standard Specifications for Chemical Resistant, Water Cleanable Tile Setting and Grouting Epoxy and Water Cleanable Tile Setting Epoxy Adhesive.

16. ANSI A118.4 -- American National Standard Specifications for Latex-Portland Cement Mortar.

17. ANSI A118.6 -- American National Standard Specifications for Standard Cement Grouts for Tile Installation.

18. ANSI A118.7 -- American National Standard Specifications for Polymer Modified Cement Grouts for Tile Installation.

19. ANSI A118.8 -- American National Standard Specifications for Modified Epoxy Emulsion Mortar Grout.

20. ANSI A118.9 -- American National Standard Specifications for Cementitious Backer Units.

21. ANSI A118.10 -- American National Standard Specifications for Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile And Dimension Stone Installation.

22. ANSI A118.11 -- American National Standard Specifications for EGP (Exterior glue plywood) Latex-Portland Cement Mortar.

23. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone.

24 ANSI A118.12 -- American National Standard for Crack Isolation Membranes for Thin Set Ceramic Tile and Dimension Stone Installations.

25. ANSI A136.1 -- American National Standard for Organic Adhesives for Installation of Ceramic Tile.

K. ANSI A137.1 -- American National Standard Specifications for Ceramic Tile.

L. ANSI A208.1 -- American National Standard for Particleboard.

M. ANSI A250.6 -- (formerly SDI 107) Hardware on Standard Steel Doors (Reinforcement-Application).

N. ANSI A250.8 -- (formerly SDI 100) Recommended Specifications for Standard


Steel Doors and Frames.

O. ANSI A250.10 -- Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frame).

P. ANSI A250.11 -- (formerly SDI 105) Recommended Erection Instructions for Steel Frames.

Q. ANSI B1.20.1 -- (refer to ASME/ANSI B1.20.1).

R. ANSI B2.1 -- Basic Standard for Steel Pipe Threads.

S. ANSI B9.1 -- Safety Code for Mechanical Refrigeration.

T. ANSI B16.1 -- (refer to ASME/ANSI B16.1).

U. ANSI B16.3 -- (refer to ASME/ANSI B16.3).

V. ANSI B16.5 -- (refer to ASME/ANSI B16.5).

W. ANSI B16.18 -- (refer to ASME/ANSI B16.18).

X. ANSI B16.20 -- (refer to ASME/ANSI B16.20).

Y. ANSI B16.21 -- (refer to ASME/ANSI B16.21).

Z. ANSI B16.22 -- (refer to ASME/ANSI B16.22).

AA. ANSI B16.24 -- (refer to ASME/ANSI B16.24).

AB. ANSI B18.2.1 -- (refer to ASME/ANSI B18.2.1).

AC. ANSI B18.2.2 -- (refer to ASME/ANSI B18.2.2).

AD. ANSI B18.6.1 -- (refer to ASME/ANSI B18.6.1).

AE. ANSI B31.1 -- (refer to ASME/ANSI B31.1).

AF. ANSI B31.5 -- (refer to ASME/ANSI B31.5).

AG. ANSI B31.9 -- (refer to ASME/ANSI B31.9).

AH. ANSI C80.1 -- American National Standard for Electrical Rigid Steel Conduit (ERSC).

AI. ANSI C80.3 -- American National Standard for Steel Electrical Metallic Tubing (EMT).

AJ. ANSI C97.1 -- Low-Voltage Cartridge Fuses.

AK. ANSI Z21.22 -- Relief Valves for Hot Water Supply Systems.

AL. ANSI Z97.1 -- American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test.

AM. ANSI Z223.1 -- (refer to NFPA 54).

AN. ANSI Z535.4 -- American National Standard for Product Safety Signs and Labels.

2.15 THE ENGINEERED WOOD ASSOCIATION (APA)

A. APA (EWS) -- Engineered Wood Systems.


B. APA Y510 -- Plywood Design Specification.

C. APA V345 -- Concrete Forming, Design/Construction Guide.

D. APA V995 -- PS1-95 Construction and Industrial Plywood (with typical APA trademarks).

2.16 AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI or ARI)

A. ARI 650 -- Air Outlets and Inlets.

B. ARI 760 -- Standard for Performance Rating of Solenoid Valves for Use with Volatile Refrigerants.

C. ARI 1010 -- Self-Contained, Mechanically-Refrigerated Drinking-Water Coolers.

2.17 ARCHITECTURAL SPRAY COATERS ASSOCIATION (ASCA)

A. ASCA 96 - Voluntary Specification for Superior Performance of Organic Coatings on Architectural Aluminum, Curtainwall, Extrusions, and Miscellaneous Aluminum Components.

2.18 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

A. ASCE 7 -- Minimum Design Loads for Buildings and Other Structures.

2.19 AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC. (ASHRAE)

A. ASHRAE (HB) -- ASHRAE Handbook. 1. ASHRAE (HB HVACS) -- HVAC Systems and Equipment Volume.

a. ASHRAE (HB AHEC) -- Air Handling Equipment and Components. (1) ASHRAE (HB AHEC) Chapter 18 -- Duct Construction.

2. ASHRAE (HB HVACA) -- HVAC Applications Volume a. ASHRAE (HB BOM) -- Building Operations and Management.

(1) ASHRAE (HB BOM) Chapter 37 -- Testing, Adjusting and Balancing.

B. ASHRAE Guideline 1 - The HVAC Commissioning Process.

C. ASHRAE 15 -- Safety Standard for Refrigeration Systems.

D. ASHRAE 34 - Designation and Safety Classification of Refrigerants.

E. ASHRAE 52.1 -- Gravimetric and Dust-Spot Procedures for Testing Air--Cleaning Devices Used in General Ventilation for Removing Particulate Matter.

F. ASHRAE 52.2 -- Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size.

G. ASHRAE 62 -- Ventilation for Acceptable Indoor Air Quality. 1. ASHRAE 62.1 -- Ventilation for Acceptable Indoor Air Quality (Note:

2007 edition is required for LEED NC 2009 projects).

H. ASHRAE 90.1 -- Energy Efficient Design of New Buildings Except Low-Rise Residential Buildings (Note: 2007 edition is required for LEED NC 2009


projects).

I. ASHRAE 129 -- Measuring Air-Change Effectiveness.

2.20 THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

A. ASME A17 -- Elevators and Escalators. 1 ASME A17.1 -- Safety Code for Elevators and Escalators (including

ASME A17.1a and ASME A17.2S). 2. ASME A17.2 -- Guide for Inspection of Elevators, Escalators, and Moving

Walks. a. ASME A17.2.1 -- Inspector's Manual for Electric Elevators.

B. ASME B1 -- Screw Threads. 1. ASME/ANSI B1.20.1 -- Pipe Threads, General Purpose (Inch). 2. ASME/ANSI B1.20.7 -- Hose Coupling Screw Threads, Inch.

C. ASME B16 -- Pipes and Fittings. 1. ASME/ANSI B16.1 -- Gray Iron Pipe Flanges and Flanged Fittings. 2. ASME/ANSI B16.3 -- Standards of Pipes and Fittings, Malleable Iron

Threaded Fittings. 3. ASME/ANSI B16.4 -- Gray Iron Threaded Fittings. 4. ASME/ANSI B16.5 -- Pipe Flanges and Flanged Fittings. 5. ASME/ANSI B16.18 -- Cast Copper Alloy Solder Joint Pressure Fittings. 6. ASME/ANSI B16.20 -- Metallic Gaskets for Pipe Flanges-Ring-Joint, Spiral-

Would, and Jacketed. 7. ASME/ANSI B16.21 -- Nonmetallic Flat Gaskets for Pipe Flanges. 8. ASME/ANSI B16.22 -- Wrought Copper and Copper Alloy Solder Joint

Pressure Fittings. 9. ASME/ANSI B16.24 -- Cast Copper Alloy Pipe Flanges and Flanged

Fittings. 10. ASME/ANSI B16.39 -- Malleable Iron Threaded Pipe Unions.

D. ASME B18 -- Fasteners. 1. ASME/ANSI B18.2.1 -- 2. ASME/ANSI B18.2.2 -- Nuts for General Applications (Inch Series).

Square and Hex Bolts and Screws (Inch Series).

3. ASME/ANSI B18.6.1 -- Wood Screws (Inch Series). 4. ASME/ANSI B18.21.1 -- Lock Washers (Inch Series). 5. ASME/ANSI B18.22.1 -- Plain Washers.

E. ASME B31 -- Pressure Piping. 1. ASME/ANSI B31.1 -- Power Piping. 2. ASME/ANSI B31.5 -- Refrigeration Piping and Heat Transfer Components. 3. ASME/ANSI B31.9 -- Building Services Piping.

F. ASME B40 -- Gauges. 1. ASME B40.1 -- Accuracy for Pressure Indicating Dial Type, Elastic Element

Gauges. 2. ASME B40.100 -- Pressure Gauges and Gauge Attachments.

G. ASME (BPV) -- Boiler and Pressure Vessel Code. 1. ASME (BPV IX) - Boiler and Pressure Vessel Code, Section IX - Welding

and Brazing Qualifications.


2.21 AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

A. ASSE 1003 --Water Pressure Reducing Valves.

B. ASSE 1013 -- Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers.

C. ASSE 1011 -- Hose Connection Vacuum Breakers.

D. ASSE 1018 -- Trap Seal Primer Valves - Water Supply Fed.

2.22 AMERICAN SOCIETY FOR TESTING AND MATERIALS -- (ASTM A Series)

A. ASTM A6 -- Standard Specification for General Requirements for Rolled Structural Steel Bars, Shapes, and Sheet Piling.

B. ASTM A36 -- Standard Specification for Carbon Structural Steel.

C. ASTM A47 -- Standard Specification for Ferritic Malleable Iron Castings.

D. ASTM A48 -- Standard Specification for Gray Iron Castings.

E. ASTM A53 -- Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

F. ASTM A74 -- Standard Specification for Cast Iron Soil Pipe and Fittings.

G. ASTM A82 -- Standard Specification for Steel Wire, Plain, for Concrete Reinforcement.

H. ASTM A108 -- Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished.

I. ASTM A120 -- (refer to ASTM A53).

J. ASTM A123 -- Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

K. ASTM A126 -- Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings.

L. ASTM A153 -- Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

M. ASTM A184 -- Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement.

N. ASTM A185 -- Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete.

O. ASTM A193 -- Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High Temperature Service.

P. ASTM A234 -- Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service.

Q. ASTM A240 -- Standard Specification for Heat-Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels.


R. ASTM A269 -- Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service.

S. ASTM A276 -- Standard Specification for Stainless Steel Bars and Shapes.

T. ASTM A283 -- Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates.

U. ASTM A305 – (refer to ASTM A615).

V. ASTM A307 -- Standard Specification for Carbon Steel Bolts and Studs, 60000 PSI Tensile Strength.

W. ASTM A312 -- Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes.

X. ASTM A314 -- Standard Specification for Stainless Steel Billets and Bars for Forging.

Y ASTM A320 -- Standard Specification for Alloy Steel Bolting Materials for Low-Temperature Service.

Z. ASTM A325 -- Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

AA. ASTM A403 -- Standard Specification for Wrought Austenitic Stainless Steel Piping Fittings.

AB. ASTM A435 -- Standard Specification for Straight-Beam Ultrasonic Examination of Steel Plates.

AC. ASTM A480 -- Standard Specification for General Requirements for Flat-Rolled Stainless and Heat-Resisting Steel Plate, Sheet, and Strip.

AD. ASTM A490 -- Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength.

AE. ASTM A492 -- Standard Specification for Stainless Steel Rope Wire.

AF. ASTM A500 -- Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

AG. ASTM A501 -- Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

AH. ASTM A510 -- Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel.

AI. ASTM A525 -- Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process.

AJ. ASTM A527 -- Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Lock-Forming Quality.

AK. ASTM A536 -- Standard Specification for Ductile Iron Castings.

AL. ASTM A554 -- Standard Specification for Welded Stainless Steel Mechanical Tubing.

http://www.astm.org/Standards/A435.htm�

http://www.astm.org/Standards/A435.htm�


AM. ASTM A555 -- Standard Specification for General Requirements for Stainless Steel Wire and Wire Rods.

AN. ASTM A563 -- Standard Specification for Carbon and Alloy Steel Nuts.

AO. ASTM A570 -- Standard Specification for Structural Steel, Sheet and Strip, Carbon, Hot-Rolled.

AP. ASTM A591 -- Standard Specification for Steel Sheet, Electrolytic Zinc-Coated, for Light Coating Weight (Mass) Applications.

AQ. ASTM A611 -- Standard Specification for Structural Steel (SS), Sheet, Carbon, Cold-Rolled.

AR. ASTM A615 -- Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement.

AS. ASTM A641 -- Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.

AT. ASTM A653 -- Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

AU. ASTM A666 -- Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

AV. ASTM A673 -- Standard Specification for Sampling Procedure for Impact Testing of Structural Steel.

AW. ASTM A706 -- Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement.

AX. ASTM A767 -- Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement.

AY. ASTM A780 -- Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.

AZ. ASTM A884 -- Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement.

BA. ASTM A898 -- Standard Specification for Straight Beam Ultrasonic Examination of Rolled Steel Structural Shapes.

BB. ASTM A951 -- Standard Specification for Steel Wire for Masonry Joint Reinforcement.

BC. ASTM A992 -- Standard Specification for Structural Steel Shapes.

BD. ASTM A1008 -- Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength, Low Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

BE. ASTM A1011 -- Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability.


2.23 AMERICAN SOCIETY FOR TESTING AND MATERIALS – (ASTM B Series)

A. ASTM B32 – Standard Specification for Solder Metal.

B. ASTM B62 -- Standard Specification for Composition Bronze or Ounce Metal Castings.

C. ASTM B75 – Standard Specification for Seamless Copper Tube.

D. ASTM B88 – Standard Specification for Seamless Copper Water Tube.

E. ASTM B117 – Standard Practice for Operating Salt Spray (Fog) Apparatus.

F. ASTM B209 – Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

G. ASTM B210 – Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes.

H. ASTM B211 -- Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire.

I. ASTM B221 -- Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

J. ASTM B280 -- Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service.

K. ASTM B306 -- Standard Specification for Copper Drainage Tube (DWV).

L. ASTM B456 -- Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium.

M. ASTM B584 -- Standard Specification for Copper Alloy Sand Castings for General Applications.

2.24 AMERICAN SOCIETY FOR TESTING AND MATERIALS -- (ASTM C Series)

A. ASTM C5 -- Lime shall conform to the Standard Specification for Quicklime for Structural Purposes.

B. ASTM C31 -- Standard Practice for Making and Curing Concrete Test Specimens in the Field.

C. ASTM C32 -- Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale).

D. ASTM C33 -- Standard Specification for Concrete Aggregates.

E. ASTM C36 -- Standard Specification for Gypsum Wallboard.

F. ASTM C39 -- Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

G. ASTM C42 -- Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete.

H. ASTM C55 -- Standard Specification for Concrete Brick.

I. ASTM C62 -- Standard Specification for Building Brick (Solid Masonry Units


Made From Clay or Shale).

J. ASTM C90 -- Standard Specification for Loadbearing Concrete Masonry Units.

K. ASTM C91 -- Standard Specification for Masonry Cement.

L. ASTM C94 -- Standard Specification for Ready-Mixed Concrete.

M. ASTM C109 -- Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens).

N. ASTM C129 -- Standard Specification for Nonloadbearing Concrete Masonry Units.

O. ASTM C136 -- Test Method for Sieve Analysis of Fine and Coarse Aggregates.

P. ASTM C138 -- Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete.

Q. ASTM C140 -- Standard Test Methods of Sampling and Testing Concrete Masonry Units and Related Units.

R. ASTM C143 -- Standard Test Method for Slump of Hydraulic-Cement Concrete.

S. ASTM C144 -- Standard Specification for Aggregate for Masonry Mortar.

T. ASTM C150 -- Standard Specification for Portland Cement.

U. ASTM C171 -- Standard Specification for Sheet Materials for Curing Concrete.

V. ASTM C172 -- Standard Practice for Sampling Freshly Mixed Concrete.

W. ASTM C173 -- Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

X. ASTM C177 -- Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.

Y. ASTM C207 -- Standard Specification for Hydrated Lime for Masonry Purposes.

Z. ASTM C209 -- Standard Test Methods for Cellulosic Fiber Insulating Board.

AA. ASTM C219 --

AB. ASTM C231 -- Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.

Standard Terminology Relating to Hydraulic Cement.

AC. ASTM C236 -- Steady--State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box.

AD. ASTM C241 -- Standard Test Method for Abrasion Resistance of Stone Subjected to Foot Traffic.

AE. ASTM C260 -- Standard Specification for Air-Entraining Admixtures for Concrete.

AF. ASTM C270 -- Standard Specification for Mortar for Unit Masonry.

AG. ASTM C272 -- Standard Test Method for Water Absorption of Core Materials for


Structural Sandwich Constructions.

AH. ASTM C303 -- Standard Test Method for Dimensions and Density of Preformed Block and Board - Type Thermal Insulation.

AI. ASTM C309 -- Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

AJ. ASTM C332 -- Standard Specification for Lightweight Aggregates for Insulating Concrete.

AK. ASTM C348 -- Standard Test Method for Flexural Strength of Hydraulic Cement Mortars.

AL. ASTM C373 -- Standard Test Method for Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products.

AM. ASTM C387 --

AN. ASTM C404 -- Standard Specification for Aggregates for Masonry Grout.

Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrete; 2006a.

AO. ASTM C418 -- Test Method for Abrasion Resistance of Concrete by Sandblasting.

AP. ASTM C423 -- Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method.

AQ. ASTM C442 -- Standard Specification for Gypsum Backing Board, Gypsum Coreboard, and Gypsum Shaftliner Board.

AR. ASTM C473 -- Standard Test Method for Physical Testing of Gypsum Panel Products.

AS. ASTM C475 -- Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board.

AT. ASTM C476 -- Standard Specification for Grout for Masonry.

AU. ASTM C482 -- Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement.

AV. ASTM C484 --

AW. ASTM C494 -- Standard Specification for Chemical Admixtures for Concrete.

Standard Test Method for Thermal Shock Resistance of Glazed Ceramic Tile.

AX. ASTM C495 -- Standard Test Method for Compressive Strength of Lightweight Insulating Concrete.

AY. ASTM C501 -- Standard Test Method for Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser.

AZ. ASTM C510 -- Standard Test Method for Staining and Color Change of Single- or Multicomponent Joint Sealants.

BA ASTM C518 -- Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus.


BB. ASTM C534 -- Standard Specification for Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.

BC. ASTM C542 -- Standard Specification for Lock-Strip Gaskets.

BD. ASTM C547 -- Standard Specification for Mineral Fiber Pipe Insulation.

BE. ASTM C553 -- Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications.

BF. ASTM C564 -- Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings.

BG. ASTM C568 -- Standard Specification for Limestone Dimension Stone.

BH. ASTM C578 -- Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation.

BI. ASTM C588 -- Standard Specification for Gypsum Base for Veneer Plasters.

BJ. ASTM C609 -- Standard Test Method for Measurement of Light Reflectance Value and Small Color Differences Between Pieces of Ceramic Tile.

BK. ASTM C612 -- Standard Specification for Mineral Fiber Block and Board Thermal Insulation.

BL. ASTM C618 -- Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete.

BM. ASTM C627 -- Standard Test Method for Evaluating Ceramic Floor Tile Installation Systems Using the Robinson-Type Floor Tester.

BN. ASTM C635 -- Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.

BO. ASTM C636 -- Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels.

BP. ASTM C642 -- Test Method for Specific Gravity, Absorption, and Voids in Hardened Concrete.

BQ ASTM C645 -- Standard Specification for Nonstructural Steel Framing Members.

BR. ASTM C648 -- Standard Test Method for Breaking Strength of Ceramic Tile.

BS. ASTM C650 -- Standard Test Method for Resistance of Ceramic Tile to Chemical Substances.

BT. ASTM C661 -- Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer.

BU. ASTM C665 -- Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.

BV. ASTM C685 -- Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing.


BW. ASTM C719 -- Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement.

BX. ASTM C727 -- Use and Installation of Reflective Insulation in Building Constructions.

BY. ASTM C744 -- Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units.

BZ. ASTM C754 -- Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.

CA. ASTM C780 -- Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry.

CB. ASTM C790 -- (refer to ASTM C1193).

CC. ASTM C794 -- Standard Test Method for Adhesion-In-Peel of Elastomeric Joint Sealants.

CD. ASTM C834 -- Standard Specification for Latex Sealants.

CE. ASTM C840 -- Standard Specification for Application and Finishing of Gypsum Board.

CF. ASTM C841 -- Standard Specification for Installation of Interior Lathing and Furring.

CG. ASTM C843 -- Standard Specification for Application of Gypsum Veneer Plaster

CH. ASTM C844 -- Standard Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster.

CI. ASTM C847 -- Standard Specification for Metal Lath.

CJ. ASTM C864 -- Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers.

CK. ASTM C869 -- Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete.

CL. ASTM C881 -- Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete.

CM. ASTM C897 -- Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters.

CN. ASTM C919 -- Standard Practice for Use of Sealants in Acoustical Applications.

CO. ASTM C920 -- Standard Specification for Elastomeric Joint Sealants.

CP. ASTM C921 -- Standard Practice for Determining the Properties of Jacketing Materials for Thermal Insulation.

CQ. ASTM C926 -- Standard Specification for Application of Portland Cement-Based Plaster.

CR. ASTM C933 -- Standard Specification for Welded Wire Lath.


CS. ASTM C936 -- Standard Specification for Solid Concrete Interlocking Paving Units.

CT. ASTM C937 -- Standard Specification for Grout Fluidifier for Preplaced-Aggregate Concrete.

CU. ASTM C954 -- Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness

CV. ASTM C955 -- Standard Specification for Load-bearing Transverse and Axial Steel Studs, Runners Tracks, and Bracing or Bridging, for Screw Application of Gypsum Panel Products and Metal Plaster Bases.

.

CW. ASTM C962 -- (refer to ASTM C1193).

CX. ASTM C979 -- Standard Specification for Pigments for Integrally Colored Concrete.

CY. ASTM C989 -- Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars.

CZ. ASTM C1002 -- Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

DA. ASTM C1007 -- Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories.

DB. ASTM C1017 -- Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete.

DC. ASTM C1018 -- Standard Test Method for Flexural Toughness and First-Crack Strength of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading).

DD. ASTM C1019 -- Standard Test Method for Sampling and Testing Grout.

DE. ASTM C1021 -- Standard Practice for Laboratories Engaged in Testing of Building Sealants.

DF. ASTM C1028 -- Standard Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull--Meter Method.

DG. ASTM C1036 -- Standard Specification for Flat Glass.

DH. ASTM C1047 -- Standard Specification for Accessories For Gypsum Wallboard and Gypsum Veneer Base.

DI. ASTM C1048 -- Standard Specification for Heat-Treated Flat Glass-Kind HS, Kind FT Coated and Uncoated Glass.

DJ. ASTM C1059 -- Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete.

DK. ASTM C1063 -- Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster.

http://www.astm.org/Standards/C1193.htm�


DL. ASTM C1064 -- Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete.

DM. ASTM C1072 -- Standard Test Method for Measurement of Masonry Flexural Bond Strength.

DN. ASTM C1077 -- Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation.

DO. ASTM C1087 -- Standard Test Method for Determining Compatibility of Liquid-Applied Sealants with Accessories Used in Structural Glazing Systems.

DP. ASTM C1090 -- Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic-Cement Grout.

DQ. ASTM C1093 -- Standard Practice for Accreditation of Testing Agencies for Masonry.

DR. ASTM C1107 -- Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink).

DS. ASTM C1116 -- Standard Specification for Fiber-Reinforced Concrete.

DT. ASTM C1172 -- Standard Specification for Laminated Architectural Flat Glass.

DU. ASTM C1177 -- Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing.

DV. ASTM C1184 -- Standard Specification for Structural Silicone Sealants.

DW. ASTM C1193 -- Standard Guide for Use of Joint Sealants.

DX. ASTM C1224 -- Reflective Insulation for Building Applications.

DY. ASTM C1248 -- Standard Test Method for Staining of Porous Substrate by Joint Sealants.

DZ. ASTM C1278 -- Standard Specification for Fiber-Reinforced Gypsum Panel.

EA. ASTM C1315 -- Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete.

EB. ASTM C1325 -- Specification for Non-Asbestos Fiber-Mat Reinforced Substrate Sheets.

EC. ASTM C1328 -- Standard Specification for Plastic (Stucco) Cement.

ED. ASTM C1338 -- Determining the Fungi Resistance of Insulation Materials and Facings.

EF. ASTM C1371 -- Determination of Emittance of Materials Near Room Temperature Using Portable Emissometers.

EG. ASTM C1378 -- Standard Test Method for Determination of Resistance to Staining.

EH. ASTM C1396 -- Standard Specification for Gypsum Board.

EI. ASTM C1582 -- Standard Specification for Admixtures to Inhibit Chloride Induced


Corrosion of Reinforcing Steel in Concrete.

EJ. ASTM C1589 -- Standard Practice for Outdoor Weathering of Construction Seals and Sealants.

EK. ASTM C1634 -- Standard Specification for Concrete Facing Brick.

2.25 AMERICAN SOCIETY FOR TESTING AND MATERIALS -- (ASTM D Series)

A. ASTM D16 -- Standard Terminology for Paint, Related Coatings, Materials, and Applications.

B. ASTM D41 -- Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.

C. ASTM D43 -- Standard Specification for Coal Tar Primer Used in Roofing, Dampproofing, and Waterproofing.

D. ASTM D146 -- Standard Test Methods for Sampling and Testing Bitumen-Saturated Felts and Woven Fabrics for Roofing and Waterproofing.

E. ASTM D226 -- Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

F. ASTM D303 -- (refer to ASTM D4615).

G. ASTM D412 -- Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension.

H. ASTM D422 -- Standard Test Method for Particle-Size Analysis of Soils.

I. ASTM D424 -- Plastic Limit and Plasticity Index of Soils.

J. ASTM D471 -- Standard Test Method for Rubber Property-Effect of Liquids.

K. ASTM D523 -- Standard Test Method for Specular Gloss.

L. ASTM D570 -- Standard Test Method for Water Absorption of Plastics.

M. ASTM D635 -- Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position.

N. ASTM D638 -- Standard Test Method for Tensile Properties of Plastics.

O. ASTM D695 -- Standard Test Method for Compressive Properties of Rigid Plastics.

P. ASTM D698 -- Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft (600 kN-m/m)).

Q. ASTM D751 -- Standard Test Methods for Coated Fabric.

R. ASTM D790 -- Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials.

S. ASTM D792 -- Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement.

T. ASTM D828 -- Standard Test Method for Tensile Properties of Paper and Paperboard Using Constant-Rate-of-Elongation Apparatus.


U. ASTM D882 -- Standard Test Method for Tensile Properties of Thin Plastic Sheeting.

V. ASTM D1056 -- Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubber.

W. ASTM D1149 -- Standard Test Methods for Rubber Deterioration-Cracking in an Ozone Controlled Environment.

X. ASTM D1204 -- Standard Test Method for Linear Dimensional Changes of Non-rigid Thermoplastic Sheeting or Film at Elevated Temperature.

Y. ASTM D1556 -- Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method.

Z. ASTM D1557 -- Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN m/m3)).

AA. ASTM D1621 -- Standard Test Method for Compressive Properties Of Rigid Cellular Plastics.

AB. ASTM D1622 -- Standard Test Method for Apparent Density of Rigid Cellular Plastics.

AC. ASTM D1653 -- Test Method for Water Vapor Transmission of Organic Coating Films.

AD. ASTM D1667 -- Standard Specification for Flexible Cellular Materials-Vinyl Chloride Polymers and Copolymers (Closed-Cell Foam).

AE. ASTM D1709 -- Standard Specification for Impact Resistance of Plastic Film by the Free-Falling Dart Method.

AF. ASTM D1751 -- Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types).

AG. ASTM D1784 -- Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds.

AH. ASTM D1785 -- Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120.

AI. ASTM D1970 -- Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

AJ. ASTM D2049 -- (refer to ASTM D4253).

AK. ASTM D2137 -- Standard Test Methods for Rubber Property Brittleness Point of Flexible Polymers and Coated Fabrics.

AL. ASTM D2178 -- Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.

AM. ASTM D2203 -- Standard Test Method for Staining from Sealants.

http://www.astm.org/Standards/D1784.htm�





AN. ASTM D2244 -- Standard Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

AO. ASTM D2487 -- Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System).

AP. ASTM D2582 -- Standard Test Method for Puncture-Propagation Tear Resistance of Plastic Film and Thin Sheeting.

AQ. ASTM D2583 -- Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor.

AR. ASTM D2665 -- Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings.

AS. ASTM D2846 -- Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Hot- and Cold-Water Distribution Systems.

AT. ASTM D2922 -- Standard Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth).

AU. ASTM D3034 -- Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings.

AV. ASTM D3273 -- Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber.

AW. ASTM D3310 -- Determining Corrosivity of Adhesive Materials.

AX. ASTM D3363 -- Standard Test Method for Film Hardness by Pencil Test.

AY. ASTM D3666 -- Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials.

AZ. ASTM D3678 -- Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Interior-Profile Extrusions.

BA. ASTM D3740 -- Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

BB. ASTM D3746 -- Standard Test Method for Impact Resistance of Bituminous Roofing Systems.

BC. ASTM D3776 -- Standard Test Methods for Mass Per Unit Area (Weight) of Fabric.

BD. ASTM D4060 -- Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.

BE. ASTM D4068 -- Standard Specification for Chlorinated Polyethylene (CPE) Sheeting for Concealed Water-Containment Membrane.

BF. ASTM D4214 -- Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films.

BG. ASTM D4216 -- Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) and Related PVC and Chlorinated Poly(Vinyl Chloride) (CPVC) Building Products


Compounds.

BH. ASTM D4253 --

BI. ASTM D4258 --

Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.

Standard Practice for Surface Cleaning Concrete for Coating.

BJ. ASTM D4259 -- Standard Practice for Abrading Concrete.

BK. ASTM D4261 -- Standard Practice for Surface Cleaning Concrete Masonry Units for Coating.

BL. ASTM D4262 -- Standard Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces.

BM. ASTM D4263 -- Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method.

BN. ASTM D4272 -- Standard Test Method for Total Energy Impact of Plastic Films by Dart Drop.

BO. ASTM D4355 -- Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus.

BP. ASTM D4434 -- Standard Specification for Poly(Vinyl Chloride) Sheet Roofing.

BQ. ASTM D4442 -- Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Base Materials.

BR. ASTM D4491 -- Standard Test Methods for Water Permeability of Geotextiles by Permittivity.

BS. ASTM D4533 -- Standard Test Method for Trapezoid Tearing Strength of Geotextiles.

BT. ASTM D4541 -- Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers.

BU. ASTM D4551 -- Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Flexible Concealed Water-Containment Membrane.

BV. ASTM D4585 -- Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation.

BW. ASTM D4586 -- Standard Specification for Asphalt Roof Cement, Asbestos-Free.

BX. ASTM D4595 -- Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method.

BY. ASTM D4615 -- Standard Specification for n-Butyl Acetate (All Grades).

BZ. ASTM D4632 -- Standard Test Method for Grab Breaking Load and Elongation of Geotextiles.

CA. ASTM D4751 -- Standard Test Method for Determining Apparent Opening Size of a Geotextile.

CB. ASTM D4828 -- Standard Test Methods for Practical Washability of Organic






Coatings.

CC. ASTM D4833 -- Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products.

CD. ASTM D4869 -- Standard Specification for Asphalt-saturated (Organic Felt) Underlayment Used in Steep Slope Roofing.

CE. ASTM D4873 -- Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples.

CF. ASTM D4956 -- Standard Specification for Retroreflective Sheeting for Traffic Control.

CG. ASTM D4977 -- Standard Test Method for Granule Adhesion to Mineral Surfaced Roofing by Abrasion.

CH. ASTM D5321 -- Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method.

CI. ASTM D5420 -- Standard Test Method for Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Striker Impacted by a Falling Weight (Gardner Impact).

CJ. ASTM D5957 -- Standard Guide for Flood Testing Horizontal Waterproofing Installation.

CK. ASTM D6386 -- Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting.

CL. ASTM D6757 -- Standard Specification for Inorganic Underlayment for Use with Steep Slope Roofing Products.

CM. ASTM D6878 -- Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing.

2.26 AMERICAN SOCIETY FOR TESTING AND MATERIALS - (ASTM E Series)

A. ASTM E84 -- Standard Test Method for Surface Burning Characteristics of Building Materials.

B. ASTM E90 -- Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.

C. ASTM E94 -- Standard Guide for Radiographic Examination.

D. ASTM E96 -- Standard Test Methods for Water Vapor Transmission of Materials.

E. ASTM E108 -- Standard Test Methods for Fire Tests of Roof Coverings.

F. ASTM E109 –

G. ASTM E119 -- Standard Test Methods for Fire Tests of Building Construction and Materials.

(refer to ASTM E709)

H. ASTM E136 -- Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C.


I. ASTM E142 -- Standard Method for Controlling Quality of Radiographic Testing.

J. ASTM E154 -- Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover.

K. ASTM E165 -- Standard Test Method for Liquid Penetrant Examination.

L. ASTM E283 -- Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

M. ASTM E329 -- Standard Specification for Agencies Engaged Construction Inspection and/or Testing.

N. ASTM E330 -- Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

O. ASTM E331 -- Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference.

P. ASTM E336 -- Standard Test Method for Measurement of Airborne Sound Insulation in Buildings.

Q. ASTM E376 -- Standard Practice for Measuring Coating Thickness by Magnetic-Field or Eddy-Current (Electromagnetic) Testing Methods.

R. ASTM E413 -- Classification for Rating Sound Insulation.

S. ASTM E488 -- Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements.

T. ASTM E514 -- Standard Test Method for Water Penetration and Leakage Through Masonry.

U. ASTM E543 -- Standard Specification for Agencies Performing Nondestructive Testing.

V. ASTM E547 -- Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Differential.

W. ASTM E605 -- Standard Test Methods for Thickness and Density of Sprayed Fire-Resistive Material (SFRM) Applied to Structural Members.

X. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source.

Y. ASTM E662 - Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials.

Z. ASTM E695 -- Standard Method of Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading.

AA. ASTM E709 -- Standard Guide for Magnetic Particle Testing.

AB. ASTM E736 -- Standard Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members.


AC. ASTM E814 -- Standard Test Method for Fire Tests of Through-Penetration Fire Stops.

AD. ASTM E935 -- Standard Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings.

AE. ASTM E985 -- Standard Specification for Permanent Metal Railing Systems and Rails for Buildings.

AF. ASTM E1105 -- Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform or Cyclic Static Air Pressure Difference.

AG. ASTM E1155 -- Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers.

AH. ASTM E1190 -- Standard Test Methods for Strength of Power-Actuated Fasteners Installed in Structural Members.

AI. ASTM E1264 -- Standard Classification for Acoustical Ceiling Products.

AJ. ASTM E1300 -- Standard Practice for Determining Load Resistance of Glass in Buildings.

AK. ASTM E1408 -- Standard Test Method for Laboratory Measurement of the Sound Transmission Loss of Door Panels and Door Systems.

AL. ASTM E1414 -- Standard Test Method for Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum.

AM. ASTM E1477 -- Standard Test Method for Luminance Reflectance Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers.

AN. ASTM E1592 -- Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

AO. ASTM E1643 -- Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs.

AP. ASTM E1646 -- Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference.

AQ. ASTM E1680 -- Standard Test Method for Rate of Air Leakage through Exterior Metal Roof Panel Systems.

AR. ASTM E1745 -- Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs.

AS. ASTM E1918 -- Test Method for Measuring Solar Reflectance of Horizontal and Low-Sloped Surfaces in the Field.

AT. ASTM E1980 -- Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.

AU. ASTM E2129 -- Standard Practice for Data Collection for Sustainability Assessment of Building Products.

AV. ASTM E2140 -- Standard Test Method for Water Penetration of Metal Roof Panel


Systems by Static Water Pressure Head.

AW. ASTM E2190 -- Standard Specification for Insulating Glass Unit Performance and Evaluation.

2.27 AMERICAN SOCIETY FOR TESTING AND MATERIALS - (ASTM F Series)

A. ASTM F436 -- Standard Specification for Hardened Steel Washers.

B. ASTM F446 -- Standard Consumer Safety Specification for Grab Bars and Accessories Installed in the Bathing Area.

C. ASTM F493 -- Standard Specification for Solvent Cements for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe and Fittings.

D. ASTM F588 -- Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact.

E. ASTM F593 -- Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs.

F. ASTM F594 -- Specification for Stainless Steel Nuts.

G. ASTM F667 -- Standard Specification for Large Diameter Corrugated Polyethylene Pipe and Fittings.

H. ASTM F837 -- Specification for Stainless Steel Socket Head Cap Screws.

I. ASTM F844 --

J. ASTM F879 -- Specification for Stainless Steel Socket Button and Flat Countersunk Head Cap Screws.

Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use.

K. ASTM F880 -- Specification for Stainless Steel Socket-Set Screws.

L. ASTM F959 -- Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners.

M. ASTM F970 -- Standard Test Method for Static Load Limit.

N. ASTM F1233 -- Standard Test Method for Security Glazing Materials And Systems.

O. ASTM F1249 -- Standard Test Method for Water Vapor Transmission Rate through Plastic Film and Sheeting Using a Modulated Infrared Sensor.

P. ASTM F1554 -- Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.

Q. ASTM F1667 -- Standard Specification for Driven Fasteners: Nails, Spikes, and Staples.

R. ASTM F1852 -- Standard Specification for “Twist Off” Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

S. ASTM F1861 -- Standard Specification for Resilient Wall Base.

T. ASTM F1869 -- Standard Test Method for Measuring Moisture Vapor Emission


Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.

U. ASTM F2285 -- Standard Consumer Safety Performance Specification for Diaper Changing Tables for Commercial Use.

2.28 AMERICAN SOCIETY FOR TESTING AND MATERIALS - (ASTM G Series)

A. ASTM G21 -- Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi.

B. ASTM G22 -- Standard Practice for Determining Resistance of Plastics to Bacteria.

C. ASTM G23 -- Standard Practice for Operating Light-Exposure Apparatus (Carbon--Arc Type) With and Without Water for Exposure of Nonmetallic Materials.

D. ASTM G26 -- Standard Practice for Operating Light-Exposure Apparatus (Xenon-Arc Type) with and without Water for Exposure of Nonmetallic Materials.

E. ASTM G53 -- Standard Practice for Operating Light- and Water-Exposure Apparatus (Fluorescent UV-Condensation Type) for Exposure of Nonmetallic Materials.

F. ASTM G154 -- Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials.

G. ASTM G155 -- Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials.

2.29 ARCHITECTURAL WOODWORK INSTITUTE (AWI)

A. AWI (QSI) -- Architectural Woodwork Quality Standards Illustrated; 2006, 8th Ed., Version 2.0.

B. AWI P-200 -- Architectural Woodwork Quality Standards Illustrated; 1999, 7th Ed., Version 1.2.

2.30 AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA)

A. AWPA C2 -- Lumber, Timber, Bridge Ties and Mine Ties -- Preservative Treatment by Pressure Processes.

B. AWPA C9 -- Plywood - Preservative Treatment by Pressure Processes.

C. AWPA U1 -- Use Category System: User Specification for Treated Wood.

D. AWPA (WFCM) -- Wood Frame Construction Manual for One- and Two-Family Dwellings.

2.31 AMERICAN WOOD PRESERVERS BUREAU (AWPB)

A. AWPB LP-2 -- American Wood Preservers Bureau Quality Control and Inspection Procedures for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Above Ground Use.

2.32 AMERICAN WELDING SOCIETY (AWS)

A. AWS A2.4 -- Standard Symbols for Welding, Brazing, and Nondestructive


Examination.

B. AWS A5.8 -- Specification for Filler Metals for Brazing and Braze Welding.

C. AWS B2.1 -- Specification for Welding Procedure and Performance Qualification.

D. AWS B2.2 -- Standard for Brazing Procedure and Performance Qualification.

E. AWS D1.1 -- Structural Welding Code - Steel.

F. AWS D1.2 – Structural Welding Code - Aluminum.

G. AWS D1.3 -- Structural Welding Code - Sheet Steel.

H. AWS D1.4 -- Structural Welding Code - Reinforcing Steel.

I. AWS D1.6 -- Structural Welding Code - Stainless Steel

J. AWS D10.9 -- Specification for Qualification of Welding Procedures and Welders for Piping and Tubing.

K. AWS (WHB) -- Welding Handbook, Volumes 1 - 4.

2.33 AMERICAN WATER WORKS ASSOCIATION (AWWA)

A. AWWA C104/A21.4 -- Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water (ANSI/AWWA C104/A21.4).

B. AWWA C110/A21.10 -- American National Standard for Ductile-Iron and Gray-Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids (ANSI/AWWA C110).

C. AWWA C111/A21.11 -- Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings (ANSI/AWWA C111/A21.11).

D. AWWA C150/A21.50 -- Thickness Design of Ductile-Iron Pipe (ANSI/AWWA C150/A21.50).

E. AWWA C151/A21.51 -- Ductile-Iron Pipe, Centrifugally Cast, for Water (ANSI/AWWA C151/A21.51).

F. AWWA C206 -- Field Welding of Steel Water Pipe.

G. AWWA C550 -- Protective Interior Coatings for Valves and Hydrants.

H. AWWA C600 -- Installation of Ductile-Iron Water Mains and Their Appurtenances (ANSI/AWWA C600).

I. AWWA C601 -- Disinfecting Water Mains.

J. AWWA C651 -- Disinfecting Water Mains (ANSI/AWWA C651).

K. AWWA C652 -- Disinfection of Water-Storage Facilities.

L. AWWA C800 -- Underground Service Line Valves and Fittings.

2.34 BAY AREA AIR QUALITY MANAGEMENT DISTRICT (BAAQMD)

A. BAAQMD 8-51 -- Bay Area Air Quality Management District Regulation 8, Rule 51, Adhesive and Sealant Products; www.baaqmd.gov; current edition.


2.35 BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

A. BHMA A156.1 -- American National Standard for Butts and Hinges (ANSI/BHMA A156.1).

B. BHMA A156.4 -- American National Standard for Door Controls - Closers (ANSI/BHMA A156.4).

C. BHMA A156.6 -- American National Standard for Architectural Door Trim (ANSI/BHMA A156.6).

D. BHMA A156.9 -- American National Standard for Cabinet Hardware (ANSI/BHMA A156.9).

E BHMA A156.16 -- American National Standard for Auxiliary Hardware (ANSI/BHMA A156.16).

F. BHMA A156.115 -- Hardware Preparation in Steel Doors and Steel Frames.

2.36 CEILINGS & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)

A. CISCA (AC) -- Acoustical Ceilings: Use and Practice.

2.37 CAST IRON SOIL PIPE INSTITUTE (CISPI)

A. CISPI 301 -- Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications.

B. CISPI 310 -- Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications.

2.38 CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

A. CRSI (DA4) -- Manual of Standard Practice.

2.39 DOOR AND HARDWARE INSTITUTE (DHI)

A. DHI (LOCS) -- Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames.

B. DHI (WDHS.3) -- Recommended Locations for Architectural Hardware for Flush Wood Doors

C. DHI A115 Series -- Specifications for Steel Doors and Frame Preparation for Hardware (ANSI/DHI A115 Series). 1. DHI A115.1 -- Specifications for Preparation of 1-3/8" and 1-3/4" Standard

Steel Doors and Steel Frames for Series 1000 Mortise Locks and Latches.

2.40 ELECTRONIC INDUSTRIES ASSOCIATION (EIA)

A. EIA/TIA 568 -- Commercial Building Wiring Standard.

2.41 FACTORY MUTUAL RESEARCH CORPORATION (FM)

A. FM 4470 -- Class I Roof Covers.

B. FM 4471 -- Class 1 Panel Roof (Uplift Evaluation).

C. FM 4991 – Standard for the Approval of Firestop Contractors Information and


FCIA Member, FM Approved Contractor List.

D. FM DS 1-28 -- Loss Prevention Data Sheet 1-28, Wind Loads.

2.42 FLORIDA BUILDING CODE (FBC)

A. FBC-B -- Florida Building Code, Building.

B. FBC-EB -- Florida Building Code, Existing Building.

C. FBC-M -- Florida Building Code, Mechanical.

D. FBC-P -- Florida Building Code, Plumbing.

E. FBC-FG -- Florida Building Code, Fuel Gas.

F. FBC-TPHVHZ -- Florida Building Code, Test Protocols for High-Velocity Hurricane Zones: 1. FBC-TPHVHZ RAS-109 -- Roofing Application Standard (RAS) No. 109. 2. FBC-TPHVHZ RAS-109(A) -- Roofing Application Standard (RAS) No. 109,

Detail Drawings. 3. FBC-TPHVHZ RAS-111 -- Roofing Application Standard (RAS) No. 111,

Standard Requirements for Attachment of Perimeter Woodblocking and Metal Flashing.

4. FBC-TPHVHZ RAS-117 -- Roofing Application Standard (RAS) No. 117, Standard Requirements for Bonding or Mechanical Attachment of Insulation Panels and Mechanical Attachment of Anchor and/or Base Sheets to Substrates.

5. FBC-TPHVHZ RAS-133 -- Roofing Application Standard (RAS) No. 133, Standard Procedure for Installation of Metal Roof Systems

6. FBC-TPHVHZ TAS-100(A) -- Test Procedure for Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area.

7. FBC-TPHVHZ TAS-105 -- Testing Application Standard (TAS) No. 105-98, Test Procedure for Field Withdrawal Resistance Testing.

8. FBC-TPHVHZ TAS-110 -- Testing Application Standard (TAS) No. 110-2000, Testing Requirements for Physical Properties of Roof Membranes, Insulation, Coatings, and Other Roofing Components.

9. FBC-TPHVHZ TAS-114(H) -- Testing Application Standard (TAS) No. 114-95, Test Procedures for Roof System Assemblies in the High-Velocity Hurricane Zone Jurisdiction.

10. FBC-TPHVHZ TAS-125 -- Testing Application Standard (TAS) 125-03, Standard Requirements for Metal Roofing Systems.

11. FBC-TPHVHZ TAS-131 -- Standard Requirements for Thermoplastic Olefin Elastomer Based Sheet Used in Single-Ply Roof Membrane.

12. FBC-TPHVHZ TAS-143 -- Standard Requirements for White Elastomeric Roof Coatings Used for Coating Built Up Roofs and Metal Roofing Systems.

13. FBC-TPHVHZ TAS-201 -- Testing Application Standard (TAS) 201-94, Impact Test Procedures.

14. FBC-TPHVHZ TAS-202 -- Testing Application Standard (TAS) 202-94, Criteria for Testing Impact & Non-impact Resistant Building Envelope Components Using Uniform Static Air Pressure.


15. FBC-TPHVHZ TAS-203 -- Testing Application Standard (TAS) 203-94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.

16. FBC-TPHVHZ TAS-301 -- Testing Application Standard (TAS) 301-94 Testing Laboratory.

2.43 FLORIDA FIRE PREVENTION CODE (FFPC)

2.44 FOREST STEWARDSHIP COUNCIL US (FSC)

A. FSC STD-01-001 -- FSC Principles and Criteria for Forest Stewardship.

2.45 GREEN SEAL (GS)

A. GS-03 -- Anti-Corrosive Paints.

B. GS-11 -- Paints and Coatings.

B. GS-36 -- Commercial Adhesives.

2.46 GYPSUM ASSOCIATION (GA)

A. GA-214 -- Recommended Levels of Gypsum Board Finish.

B. GA-216 -- Application and Finishing of Gypsum Board.

C. GA-600 -- Fire Resistance Design Manual.

2.47 GLASS ASSOCIATION OF NORTH AMERICA (GANA)

A. GANA 01 or GANA (GM) -- GANA Glazing Manual.

B. GANA 02 or GANA (SM) -- FGMA Sealant Manual.

C. GANA 03 or GANA (LGDG) -- Laminated Glass Design Guide.

2.48 INTERNATIONAL CODE COUNCIL, INC. (ICC)

A. ANSI/ICC A117.1 -- American National Standard for Accessible and Usable Buildings and Facilities.

B. ICC-ES AC-58 -- Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements; ICC Evaluation Service, Inc. (ICBO/ICC-ES AC-58).

C. ICC ESR-1328 -- ICC Evaluation Service Report for Tapcon Screw Anchors.

D. ICC ESR-1671 -- ICC Evaluation Service Report for Tapcon with Advanced Threadform Technology Anchors.

E. ICC Legacy Report 2133A -- ICC for Alfol Type 1A, Vapor Shield AA-2, VR Plus Shield, RBI Shield, Radiant Shield NT, Silver Shield Radiant Barrier, and FSK Shield.

2.49 INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI):

A. ICRI 310.2 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays.

2.50 INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

A. IEEE 112 -- IEEE Standard Test Procedure for Polyphase Induction Motors and Generators.


B. IEEE 80 -- IEEE Guide for Safety in AC Substation Grounding.

C. IEEE 81 -- IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System (Part 1).

D. IEEE 141 -- IEEE Recommended Practice for Electric Power Distribution for Industrial Plants (IEEE Red Book).

E. IEEE 142 -- IEEE Recommended Practice for Grounding of Industrial and Commercial Power Systems.

F. IEEE 241 -- Recommended Practice for Electric Power Systems in Commercial Buildings (IEEE Gray Book).

F. IEEE 802 -- IEEE 802 LAN/MAN Standards. 1. IEEE 802.3 -- Ethernet.

G. IEEE C62.1 -- IEEE Standard for Surge Arresters for Alternating-Current Power Circuits.

H. IEEE C62.41 -- IEEE Recommended Practice on Surge Voltages in Low-Voltage Power Circuits.

I. IEEE C62.45 -- IEEE Guide on Surge Testing for Equipment Connected to Low Voltage AC Power Circuits.

2.51 INTERNATIONAL FIRESTOP COUNCIL (IFC)

A. IFC (GEFSEJ) -- Guidelines for Evaluating Firestop Systems Engineering Judgments.

2.52 INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)

A. IGMA TM-3000 -- Glazing Guidelines for Sealed Insulating Glass Units.

2.53 INDIANA LIMESTONE INSTITUTE OF AMERICA, INC. (ILI)

A. ILI (HB) -- Indiana Limestone Handbook.

2.54 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO):

A. ISO 3008 -- Fire-Resistance Tests - Door and shutter assemblies.

B. ISO 13007 -- Standards for Adhesives and Grouts.

C. ISO 17398 -- Safety Colours and Safety Signs - Classification, performance and durability of safety signs.

2.55 LIGHT GAUGE STEEL ENGINEERS ASSOCIATION (LGSEA)

A. LGSEA 5000 -- Refer to CFSEI 5000.

2.56 MASTER PAINTERS INSTITUTE, MASTER PAINTERS AND DECORATORS ASSOCIATION (MPI)

A. MPI (APL) -- Master Painters Institute Approved Products List; Master Painters and Decorators Association.

B. MPI (APSM) -- Master Painters Institute Architectural Painting Specification Manual.


2.57 MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY, INC. (MSS)

A. MSS SP-45 -- Bypass and Drain Connections.

B. MSS SP-58 -- Pipe Hangers and Supports - Materials, Design and Manufacture.

C. MSS SP-67 -- Butterfly Valves.

D. MSS SP-69 -- Pipe Hangers and Supports - Selection and Application.

E. MSS SP-70 -- Cast Iron Gate Valves, Flanged and Threaded Ends.

F. MSS SP-71 -- Cast Iron Swing Check Valves, Flanged and Threaded Ends.

G. MSS SP-78 -- Cast Iron Plug Valves, Flanged and Threaded Ends.

H. MSS SP-80 -- Bronze Gate, Globe, Angle and Check Valves.

I. MSS SP-85 -- Cast Iron Globe and Angle Valves, Flanged and Threaded Ends.

J. MSS SP-89 -- Pipe Hangers and Supports - Fabrication and Installation Practices.

2.58 THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

A. NAAMM AMP 500 -- Metal Finishes Manual.

B. NAAMM FP 1001 -- Guide Specifications for Design of Metal Flagpoles.

C. NAAMM HMMA 840 -- Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames.

D. NAAMM MBG532 -- Heavy Duty Metal Bar Grating Manual.

2.59 NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)

A. NECA (INST) -- NECA Standard of Installation.

2.60 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

A. NEMA Standard 250 -- Enclosures for Electrical Equipment (1000 Volts Maximum).

B. NEMA ICS-2 -- Industrial Control and Systems: Controllers, Contactors, and Overload Relays, Rated 600 Volts.

C. NEMA KS-1 -- Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts Maximum).

D. NEMA LD-3 -- High-Pressure Decorative Laminates.

E. NEMA LE-1 -- Fluorescent Luminaires.

F. NEMA LE-2 -- HID Lighting System Noise Criterion (LS-NC) Ratings.

G. NEMA MG-1 -- Motors and Generators.

H. NEMA PB-1 -- Panelboards.


I. NEMA TC-2 -- Electrical Polyvinyl Chloride (PVC) Tubing and Conduit.

J. NEMA TC-6 -- PVC and ABS Plastic Utilities Duct for Underground Installation.

K. NEMA TC-9 -- Fittings for Polyvinyl Chloride (PVC) Plastic Utilities Duct for Underground Installation.

L. NEMA WD-1 -- General Color Requirements for Wiring Devices.

2.61 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

A. NFPA 1(FL) -- Uniform Fire Code; including modifications adopted in the Florida Fire Prevention Code.

B. NFPA 10 -- Standard for Portable Fire Extinguishers.

C. NFPA 13 -- Standard for the Installation of Sprinkler Systems.

D. NFPA 14 -- Standard for the Installation of Standpipe and Hose Systems.

E. NFPA 24 -- Standard for the Installation of Private Fire Service Mains and Their Appurtenances.

F. NFPA 30 -- Flammable and Combustible Liquids Code.

G. NFPA 54 -- National Fuel Gas Code (see also, ANSI Z223.1).

H. NFPA 70 -- National Electrical Code.

I. NFPA 70E -- Standard for Electrical Safety in the Workplace.

J. NFPA 72 -- National Fire Alarm Code.

K. NFPA 75 -- Standard for the Protection of Information Technology Equipment.

L. NFPA 78 -- Lightning Protection Code.

M. NFPA 80 -- Standard for Fire Doors and Fire Windows.

N. NFPA 90A -- Standard for the Installation of Air Conditioning and Ventilating Systems.

O. NFPA 92A -- Standard for Smoke-Control Systems Utilizing Barriers and Pressure Differences.

P. NFPA 101(FL) -- Code for Safety to Life from Fire in Buildings and Structures; including modifications adopted in the Florida Fire Prevention Code.

Q. NFPA 110 -- Standard for Emergency and Standby Power Systems.

R. NFPA 211 -- Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances.

S. NFPA 241 -- Standard for Safeguarding Construction, Alteration, and Demolition Operations.

T. NFPA 251 -- Standard Methods of Test of Fire Endurance Building Construction and Materials.

U. NFPA 255 -- Standard Method of Test of Surface Burning Characteristics of Building Materials.


V. NFPA 1961 -- Standard on Fire Hose.

W. NFPA 1963 -- Standard on Fire Hose Connections.

2.62 NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA)

A. NFPA (NDS) -- National Design Specifications for Stress Grade Lumber and its Fastenings (superseded by AFPA (NDS)).

2.63 NATIONAL FENESTRATION RATING COUNCIL, INC. (NFRC)

2.64 NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

2.65 NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

A. NRCA ML104 -- The NRCA Roofing and Waterproofing Manual.

2.66 NATIONAL SANITATION FOUNDATION INTERNATIONAL (NSF)

A. NSF 51 -- Plastic Materials and Components Used in Food Equipment.

B. NSF 61 -- Drinking Water System Components - Health Effects.

2.67 PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)

A. PCI MNL-117 -- Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products.

B. PCI MNL-135 -- Tolerance Manual for Precast and Prestressed Concrete Construction.

2.68 PLUMBING AND DRAINAGE INSTITUTE (PDI)

A. PDI-WH 201 -- Water Hammer Arresters.

2.69 PORTLAND CEMENT ASSOCIATION

A. PCA EB049 -- Portland Cement Plaster/Stucco Manual.

B. PCA EB088 -- Concrete Masonry Handbook for Architects, Engineers and Builders.

2.70 PORTLAND ENERGY CONSERVATION, INC. (PECI)

2.71 SOCIETY OF AUTOMOTIVE ENGINEERS (SAE)

A. SAE/AMS QQ-S-763 -- Steel, Corrosion Resistant, Bars, Wire, Shapes, and Forgings.

B. SAE UNS -- Unified Numbering System for Metals and Alloys.

2.72 SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

A. SCAQMD 1168 -- South Coast Air Quality Management District Rule No.1168.

2.73 SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

A. SCS (CPD) - SCS Certified Products; current listings at www.scscertified.com.

2.74 STEEL DOOR INSTITUTE (SDI)

A. SDI 111 -- Recommended Standard Details for Steel Doors & Frames.


B. SDI 113 -- Test Procedure and Acceptance Criteria for Apparent Thermal Performance of Steel Door and Frame Assemblies.

C. SDI 122 -- Installation and Troubleshooting Guide for Standard Steel Doors and Frames.

2.75 SAFETY GLAZING CERTIFICATION COUNCIL (SGCC)

A. SGCC (CPD) -- Certified Products Directory: Safety Glazing Material Used in Buildings.

2.76 SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. (SMACNA)

A. SMACNA (ASMM) -- Architectural Sheet Metal Manual.

B. SMACNA (DCS) -- HVAC Duct Construction Standards - Metal and Flexible.

C. SMACNA (FSRD) -- Fire, Smoke and Radiation Damper Installation Guide for HVAC Systems.

D. SMACNA (LEAK) -- HVAC Air Duct Leakage Test Manual.

E. SMACNA (OCC) - IAQ Guideline for Occupied Buildings Under Construction.

F. SMACNA (TAB) -- HVAC Systems Testing, Adjusting, and Balancing.

2.77 SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB)

A. SPIB (GR) -- Grading Rules.

2.78 SINGLE-PLY ROOFING INSTITUTE (SPRI)

A. SPRI ES-1 -- Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems.

2.79 STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)

A. SSMA (PTI) -- Product Technical Information.

2.80 THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

A. SSPC-Paint 11 -- Power Tool Cleaning to Bare Metal.

B. SSPC-Paint 12 -- Cold-Applied Asphalt Mastic (Extra Thick Film).

C. SSPC-Paint 15 -- Steel Joist Shop Paint.

D. SSPC-Paint 20 -- Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic").

E. SSPC-Paint 25 -- Red Iron Oxide, Zinc Oxide, Raw Linseed Oil and Alkyd Primer (Part of Steel Structures Painting Manual, Vol. Two).

F. SSPC-Paint 36 -- Two-Component Weatherable Aliphatic Polyurethane Topcoat, Performance-Based.

G. SSPC PA1 -- Shop, Field, and Maintenance Painting of Steel.

H. SSPC QP1 -- Standard Procedure for Evaluating Qualifications of Painting Contractors: Field Application to Complex Structures.

I. SSPC QS1 -- Advanced Quality Management System (QMS) Certification


Program for Industrial and Marine Painting Contractors.

J. SSPC SP-1 -- Solvent Cleaning.

K. SSPC SP-2 -- Hand Tool Cleaning.

L. SSPC SP-3 -- Power Tool Cleaning.

M. SSPC SP-5 -- White Metal Blast Cleaning

N. SSPC SP-6 -- Commercial Blast Cleaning; Society for Protective Coatings.

O. SSPC SP-7 -- Brush-Off Blast Cleaning.

P. SSPC SP-10 -- Near-White Blast Cleaning.

Q. SSPC SP-11 -- Power Tool Cleaning to Bare Metal.

R. SSPC VIS 1 -- Guide and Reference Photographs for Steel Surfaces Prepared by Dry-abrasive Blast Cleaning.

S. SSPC VIS 2 -- Standard Method of Evaluating Degree of Rusting on Painted Steel Surfaces.

2.81 TILE COUNCIL OF NORTH AMERICA, INC. (TCNA)

A. TCNA (HB) -- Handbook for Ceramic Tile Installation.

2.82 TRUSS PLATE INSTITUTE (TPI)

A. TP1 1 -- National Design Standard for Metal Plate Connected Wood Truss Construction (ANSI/TPI 1).

2.83 UNIFORM BUILDING CODE (UBC)

A. UBC 43-2 -- Fire Tests of Door Assemblies.

B. UBC 7-2 Part II -- Test Standard for Smoke- and Draft-control Assemblies; International Conference of Building Officials.

2.84 UNDERWRITERS LABORATORIES INC. (UL)

A. UL (BMD) -- Building Materials Directory.

B. UL (FRD) -- Fire Resistance Directory.

C. UL 1 -- Standard for Flexible Metal Conduit.

D. UL 10C -- Standard for Positive Pressure Fire Tests of Door Assemblies.

E. UL 20 -- General-Use Snap Switches.

F. UL 38 -- Standard for Safety Manual Signaling Boxes for Fire Alarm Systems.

G. UL 50 -- Enclosures for Electrical Equipment, Non-Environmental Considerations.

H. UL 67 -- Panelboards.

I. UL 94 -- Standard for Tests for Flammability of Plastic Materials for Parts in Devices and Appliances.

J. UL 98 -- Enclosed and Dead-Front Switches.


K. UL 181 -- Standard for Factory Made Air Ducts and Air Connectors.

L. UL 198D -- Standard for Class K Fuses.

M. UL 228 -- Standard for Door Closers-Holders, With or Without Integral Smoke Detectors.

N. UL 263 -- Fire Tests of Building Construction and Materials.

O. UL 268 -- Standard for Safety Smoke Detectors for Fire Alarm Signaling Systems.

P. UL 268A -- Standard for Safety Smoke Detectors for Duct Application.

Q. UL 346 -- Standard for Waterflow Indicators for Fire Protective Signaling Systems.

R. UL 360 -- Liquid-Tight Flexible Steel Conduit Liquid-Tight Flexible Steel Conduit.

S. UL 399 -- Drinking Water Coolers.

T. UL 444 -- Communications Cables.

U. UL 464 -- Standard for Safety Audible Signal Appliances.

V. UL 467 -- Grounding and Bonding Equipment.

W. UL 486 Series: 1. UL 486A -- Wire Connectors. 2. UL 486B -- Wire Connectors.

X. UL 497B -- Protectors for Data Communications and Fire-Alarm Circuits

Y. UL 498 -- Standard for Attachment Plugs and Receptacles.

Z. UL 508 -- Standard for Industrial Control Equipment.

AA. UL 514 Series: 1. UL 514A -- Metallic Outlet Boxes. 2. UL 514B -- Conduit, Tubing, and Cable Fittings. 3. UL 514C -- Standard for Nonmetallic Outlet Boxes, Flush-Device Boxes, and

Covers. 4. UL 514D -- Cover Plates for Flush-Mounted Wiring Devices.

AB. UL 521 -- Heat Detectors for Fire Protective Signaling Systems.

AC. UL 555 -- Standard for Fire Dampers.

AD. UL 580 -- Standard for Tests for Uplift Resistance of Roof Assemblies.

AE. UL 603 -- Standard for Power Supplies for Use with Burglar-Alarm Systems.

AF. UL 609 -- Standard for Local Burglar Alarm Units and Systems.

AG. UL 634 -- Standard for Connectors and Switches for Use with Burglar-Alarm Systems.

AH. UL 639 -- Standard for Intrusion-Detection Units.

AI. UL 790 -- Standard for Standard Test Methods for Fire Tests of Roof Coverings.


AJ. UL 864 -- Standard for Control Units and Accessories for Fire Alarm Systems.

AK. UL 869A -- Reference Standard for Service Equipment.

AL. UL 886 -- Standard for Outlet Boxes and Fittings for Use In Hazardous (Classified) Locations.

AM. UL 972 -- Standard for Burglary Resisting Glazing Material.

AN. UL 1008 -- Transfer Switch Equipment.

AO. UL 1010 -- Standard for Receptacle-Plug Combinations For Use In Hazardous (Classified) Locations.

AP. UL 1053 -- Ground-Fault Sensing and Relaying Equipment.

AQ. UL 1076 -- Standard for Proprietary Burglar Alarm Units and Systems.

AR. UL 1242 -- Standard for Electrical Intermediate Metal Conduit - Steel.

AS. UL 1424 -- Standard for Cables for Power-Limited Fire-Alarm Circuits.

AT. UL 1449 -- Surge Protective Devices.

AU. UL 1479 -- Standard for Fire Tests of Through-Penetration Firestops.

AV. UL 1481 -- Power Supplies for Fire-Protective Signaling Systems.

AW. UL 1581 -- Reference Standard for Electrical Wires, Cables, and Flexible Cords.

AX. UL 1610 -- Standard for Central-Station Burglar-Alarm Units.

AY. UL 1635 -- Digital Alarm Communicator System Units.

AZ. UL 1784 -- Standard for Air Leakage Tests of Door Assemblies.

BA. UL 1971 -- Signaling Devices for the Hearing Impaired.

BB. UL 1994 -- Luminous Egress Path Marking Systems.

BC. UL 2079 --Tests for Fire Resistance of Building Joint Systems.

BD. UL 2158 -- Electric Clothes Dryers.

2.85 UNITED STATES GREEN BUILDING COUNCIL (USGBC)

A. LEED NC 2009 -- LEED Green Building Rating Systems for New Construction and Major Renovations; Version 3, 2009.

2.86 WEST COAST LUMBER INSPECTION BUREAU (WCLIB)

A. WCLIB (GR) -- Standard Grading Rules for West Coast Lumber No. 17.

2.87 WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

A. WDMA I.S.1-A -- Architectural Wood Flush Doors.

PART 3 GOVERNMENT AND RELATED AGENCIES DOCUMENTS

3.01 U.S. CODE OF FEDERAL REGULATIONS (CFR)


A. 16 CFR 260 -- Guides for the Use of Environmental Marketing Claims; Federal Trade Commission.

B. 16 CFR 1201 -- Safety Standard for Architectural Glazing Materials.

C. 29 CFR 1910 -- U.S. Occupational Safety and Health Standards. 1. 29 CFR 1910 Subpart D -- Walking Working Surfaces.

a. 29 CFR 1910.23 -- Guarding floor and wall openings and holes. b. 29 CFR 1910.27 -- Fixed ladders.

D. 29 CFR 1926 -- U.S. Occupational Safety and Health Standards for Construction. 1. 29 CFR 1926 Subpart D -- Occupational Health and Environmental Controls.

a. 29 CFR 1926.58 – (refer to 29 CFR 1926.1101). 2. 29 CFR 1926 Subpart M -- Fall Protection.

a. 29 CFR 1926.502 -- Fall protection systems criteria and practices. 3. 29 CFR 1926 Subpart P -- Trenching.

a. 29 CFR 1926.650 -- OSHA Excavation Safety Act. 4. 29 CFR 1926 Subpart T -- Demolition. 5. 29 CFR 1926 Subpart Z -- Toxic and Hazardous Substances.

a. 29 CFR 1926.1101 -- Asbestos.

E. 40 CFR 59 -- National Volatile Organic Compound Emission Standards for Consumer and Commercial Products; U.S. Environmental Protection Agency. 1. 40 CFR 59 Subpart D -- National Volatile Organic Compound Emission

Standards for Architectural Coatings.

F. 40 CFR 61 -- National Emission Standard for Hazardous Air Pollutants; U.S. Environmental Protection Agency. 1. 40 CFR 61 Subpart M -- National Emission Standard for Asbestos.

3.02 U.S. ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (ATBCB)

A. ATBCB (ADAAG) -- Americans with Disabilities Act Accessibility Guidelines.

3.03 CORPS OF ENGINEERS, U.S. ARMY (COE)

A. COE CRD-C 48 -- Method of Test for Water Permeability of Concrete.

B. COE CRD-C 572 -- Corps of Engineers Specifications for Polyvinylchloride Waterstop; Corps of Engineers.

C. COE CRD-C 619 -- Standard Specification for Grout Fluidifier for Preplaced-Aggregate Concrete; (ASTM C937).

D. COE CRD-C 621 -- Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink); (ASTM C1107-91a).

3.04 COMMERCIAL ITEM DESCRIPTION, U.S. GENERAL SERVICES ADMINISTRATION, FEDERAL ACQUISITION SERVICE (CID)

A. CID A-A-55615 -- Shield, Expansion (Wood Screw and Lag Bolt Self Threading Anchors).

3.05 U.S. CONSUMER PRODUCTS SAFETY COMMISSION (CPSC)

A. CPSC 16 CFR 1201 -- Safety Standard for Architectural Glazing Materials.


3.06 U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

A. EPA (NPDES) -- National Pollutant Discharge Elimination System (NPDES), Construction General Permit.

3.07 FEDERAL HIGHWAY ADMINISTRATION (FHWA)

A. FHWA (MUTCD) -- Manual on Uniform Traffic Control Devices for Streets and Highways; U.S. Department of Transportation, Federal Highway Administration.

B. FHWA (SHS) -- Standard Highway Signs; Federal Highway Administration.

3.08 FEDERAL SPECIFICATIONS AND STANDARDS, U.S. GENERAL SERVICES ADMINISTRATION (FS)

A. FS A-A-1909 -- Fertilizer.

B. FF-B-561 -- Federal Specification: Bolts, (Screw), Lag.

C. FS FF-B-588 -- Bolt, Toggle; and Expansion Sleeve, Screw.

D. FS FF-N-105 -- Nails, Brads, Staples and Spikes; Wire, Cut and Wrought.

E. FS FF-S-92 -- Screw, Machine, Slotted, Cross Recessed or Hexagon Head.

F. FS FF-S-111 -- Screw, Wood.

G. FS FF-S-325 -- Shield, Expansion; Nail, Expansion and Nail, Drive Screw (Devices, Anchoring, Masonry).

H. FS FF-W-84 -- Washers, Lock (Spring).

I. FS FF-W-92 -- Washer, Flat (Plain).

J. FS L-P-387 -- Plastic Sheet, Laminated, Thermosetting (for designation plates).

K. FS O-F-241 -- Fertilizer, Mixed, Commercial; (see also, FS A-A-1909).

L. FS TT-C-555 -- Coating, Textured (For Interior and Exterior Masonry Surfaces).

M. FS UU-B-790 -- Building Paper, Vegetable Fiber: (Kraft, Waterproofed, Water Repellent and Fire Resistant).

3.09 FEDERAL TEST METHOD (FTM)

A. FTM 101C -- Puncture Resistance and Elongation Test.

3.10 FEDERAL INFORMATION PROCESSING STANDARDS (FIPS)

A. FIPS Pub 94 -- Guideline on Electrical Power for ADP Installations.

3.11 U.S. MILITARY SPECIFICATIONS AND STANDARDS (MIL)

A. MIL C-5688 -- (refer to MIL DTL-5688).

B. MIL W-87161 -- (refer to MIL DTL-87161).

C. MIL DET-5688 -- Detail Specification -

D. MIL DTL-87161 -- Detail Specification - Wire Rope, Non-Flexible, for Aircraft Application.

Cable Assemblies, Aircraft, Proof Testing and Pre-stretching of (Collection).


3.12 PRODUCT STANDARDS, U.S. DEPARTMENT OF COMMERCE (PS)

A. PS 1 -- Construction and Industrial Plywood.

B. PS 20 -- American Softwood Lumber Standard.

3.13 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

A. FDOT (SSRBC) -- Standard Specifications for Road and Bridge Construction. 1. FDOT (SSRBC) Section 104 -- Prevention, Control, and Abatement of

Erosion and Water Pollution. 2. FDOT (SSRBC) Section 300 -- Prime and Tack Coats for Base Courses. 3. FDOT (SSRBC) Section 331 -- Type S Asphalt. 4. FDOT (SSRBC) Section 430 -- Pipe Culverts. 5. FDOT (SSRBC) Section 527 -- Detectable Warnings on Walking Surfaces. 6. FDOT (SSRBC) Section 570 -- Performance Turf. 7. FDOT (SSRBC) Section 902 -- Fine Aggregate. 8. FDOT (SSRBC) Section 904 -- Materials for Subgrade Stabilization. 9. FDOT (SSRBC) Section 941 – Concrete Pipe. 10. FDOT (SSRBC) Section 943 -- Corrugated Steel Pipe and Pipe Arch

(including Underdrain). 11. FDOT (SSRBC) Section 945 -- Aluminum Pipe, Including Underdrain, Pipe

Arch And Structural Plate Pipe And Pipe Arch. 12. FDOT (SSRBC) Section 981 -- Turf Materials. 13. FDOT (SSRBC) Section 987 -- Prepared Soil Layer Materials.

END OF SECTION


LEED TEMPORARY EROSION & SEDIMENTATION CONTROL

SECTION 01575

LEED TEMPORARY EROSION AND SEDIMENTATION CONTROL

PART 1 GENERAL


A. Prevention of erosion due to construction and demolition activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor.


A. Section 01355 - LEED Certification Procedures: LEED credits relating to erosion and sedimentation control.

B. Section 02221 - Earth Work: Earthwork required to construct roads, driveways, parking areas, curbs and sidewalks.

C. Section 02225 - Demolition: Demolition of existing building and built site elements.

D. Section 02230 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

E. Section 02300 - Sitework for Buildings.

F. Section 02361 - Soil Treatment for Termites.

G. Section 02362 - Augercast Piles.

H. Section 02500 - Storm Drainage System.

I. Section 02530 - Dewatering and Groundwater Control: Dewatering and drainage as necessary to control groundwater in areas of excavation and compaction.

J. Section 02550 - Water Distribution System.

K. Section 02570 - Sanitary Sewer System.

L. Section 02610 - Asphaltic Concrete Paving.

M. Section 02620 - Portland Cement and Concrete Paving.

N. Section 02630 - Concrete Sidewalk, Curb and Gutter.

O. Section 02784 - Precast Concrete Pavers.

P. Section 02840 - Irrigation.

Q. Section 02920 - Turf and Grasses: Permanent turf for erosion control

R. Section 02930 - Plants: Permanent plantings for erosion control.



S. Section 02932 - Soil Preparation.

1.03 PERFORMANCE REQUIREMENTS

A. Comply with the following: 1. U.S. Environmental Protection Agency for erosion and sedimentation control,

as specified for the EPA (NPDES), Phases I and II, under requirements for the 2003 Construction General Permit (CGP), whether the project is required by law to comply or not.

2. Florida Stormwater, Erosion and Sedimentation Control Inspector’s Manual, published by the Florida Department of Environmental Protection. a. Florida's storm water regulatory program requires the use of Best

Management Practices (BMPs) during and after construction to minimize erosion and sedimentation and to properly manage runoff for both storm water quantity and quality.

B. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

C. Do not begin clearing, grading, dewatering, or other work involving disturbance of ground surface cover or excavation until applicable permits have been obtained; furnish all documentation required to obtain applicable permits. 1. Obtain and pay for permits and provide security required by authority having

jurisdiction.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open

drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore

eroded areas at no cost to City.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore

eroded areas at no cost to City.

H. Sedimentation of Waterways:



1. On Site: Prevent sedimentation of waterways on or off the project site, including Biscayne Bay as well as open drainage ways, storm sewers, and sanitary sewers. a. If sedimentation occurs, install or correct preventive measures

immediately at no cost to City; remove deposited sediments; comply with requirements of authorities having jurisdiction.

b. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

2. Off Site: Prevent sedimentation of waterways off the project site, including open Biscayne Bay, drainage ways, storm sewers, and sanitary sewers. a. If sedimentation occurs, install or correct preventive measures

immediately at no cost to City; remove deposited sediments; comply with requirements of authorities having jurisdiction.

I. Open Water: Prevent standing water that could become stagnant.

J. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.04 SUBMITTALS


B. Erosion and Sedimentation Control Plan: 1. Submit within 2 weeks after Notice to Proceed. 2. Include:

a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage.

b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures.

c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures.

d. Schedule of temporary preventive measures, in relation to ground disturbing activities.

e. Other information required by law. f. Format required by law is acceptable, provided any additional

information specified is also included. 3. Obtain the approval of the Plan by authorities having jurisdiction and City.

C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

D. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

E. LEED Submittals:



1. General: a. Collect and submit data and documentation as required for completing

the applicable LEED Submittal Template(s). 2. Project Data for Pre-requisite SS 1: Provide the following:

a. Copies of the project drawings to document the erosion and sedimentation control measures implemented on the site.

b. Confirmation regarding the compliance path taken by the project (i.e., NPDES Compliance or Local Erosion Control Standards).

c. A narrative to describe the Erosion and Sedimentation control measures implemented on the project. If a local standard has been followed, provide specific information to demonstrate that the local standard is equal to or more stringent than the referenced NPDES program.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Conform to requirements of the Erosion Control Plan, and FDOT (SSRBC) Sections 104 and 981: 1. The mulch material shall be one of the following:

a. Compost meeting the requirements of FDOT (SSRBC) Section 987, hardwood barks, shavings or chips.

b. Inorganic mulch materials as approved by the Consultant. c. Hydraulically applied wood fiber mulch or bonded fiber matrix (BFM).

2. Source Requirements for Mulch: Contractor shall comply with all current restrictions in regard to movement of mulch material, as required by the Division of Plant Industry, Florida Department of Agriculture and Consumer Services.

B. Temporary Grassing/Sod: Conform to requirements of the Erosion Control Plan, FDOT (SSRBC) Sections 104, 570 and 981, and as follows: 1. Select a species appropriate to climate, planting season, and intended

purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

2. Source Requirements for Sod: Contractor shall comply with all current restrictions in regard to movement of sod material, as required by the Division of Plant Industry, Florida Department of Agriculture and Consumer Services.

C. Bales: Conform to requirements of the Erosion Control Plan, FDOT (SSRBC) Section 104, and as follows: 1. Air dry, rectangular straw bales. 2. Cross Section: 14 by 18 inches (350 by 450 mm), minimum. 3. Bindings: Wire or string, around long dimension.

D. Bale Stakes: Conform to requirements of the Erosion Control Plan, FDOT (SSRBC) Section 104, and as follows: 1. One of the following, minimum 3 feet (1 m) long:

a. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot (1.98 kg per linear m).



b. Wood, 2 by 2 inches (50 by 50 mm) in cross-section.

E. Silt Fence Fabric: Conform to requirements of the Erosion Control Plan, FDOT (SSRBC) Sections 104 and 985, and as follows: 1. Polypropylene geotextile resistant to common soil chemicals, mildew, and

insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: a. Average Opening Size: 30 U.S. Std. Sieve (0.600 mm), maximum,

when tested in accordance with ASTM D4751. b. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with

ASTM D4491. c. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength,

when tested in accordance with ASTM D4355 after 500 hours exposure. d. Tensile Strength: 100 lb-f (450 N), minimum, in cross-machine direction;

124 lb-f (550 N), minimum, in machine direction; when tested in accordance with ASTM D4632.

e. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632.

f. Tear Strength: 55 lb-f (245 N), minimum, when tested in accordance with ASTM D4533.

g. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

F. Silt Fence Posts: Conform to requirements of the Erosion Control Plan, FDOT (SSRBC) Section 104, and as follows: 1. One of the following, minimum 5 feet (1500 mm) long:

a. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot (1.98 kg per linear m).

b. Softwood, 4 by 4 inches (100 by 100 mm) in cross section.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES

A. General: 1. Conform to requirements of Erosion Control Plan. 2. Temporary preventive measures are not required if permanent erosion

resistant measures have been installed, unless otherwise indicated.

B. Construction Entrances: Traffic-bearing aggregate surface or pavement. 1. Provide at each construction entrance from public right-of-way. 2. Where necessary to prevent tracking of mud onto right-of-way, provide

wheel washing area out of direct traffic lane, with drain into sediment trap or



basin.

C. Linear Sediment Barriers: Made of silt fences or straw bales. 1. Provide linear sediment barriers where indicated on Erosion Control Plan,

and as follows: a. Along downhill perimeter edge of disturbed areas, including soil

stockpiles. b. Perpendicular to flow across the bottom of existing and new drainage

channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet (60 m) apart.

c. Across the entrances to culverts that receive runoff from disturbed areas.

2. Space sediment barriers with the following maximum slope length upslope from barrier: a. Slope of Less Than 2 Percent: 100 feet (30 m). b. Slope Between 2 and 5 Percent: 75 feet (23 m). c. Slope Between 5 and 10 Percent: 50 feet (15 m). d. Slope Between 10 and 20 Percent: 25 feet (7.5 m). e. Slope Over 20 Percent: 15 feet (4.5 m).

D. Storm Drain Curb Inlet Sediment Trap: Protect each storm drain curb inlet using method indicated on Erosion Control Plan; if not indicated, use one of the following measures: 1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face

area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet.

2. Straw bale row blocking entire inlet face area; anchor into pavement.

E. Storm Drain Drop Inlet Sediment Traps: Protect each storm drain drop inlet using method indicated on Erosion Control Plan.

F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets.

G. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches (100 mm) thickness of pine needles,

sawdust, bark, wood chips, or shredded leaves, or 6 inches (150 mm) of straw or hay.

I. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

J. Temporary Grassing: Use where temporary vegetated cover is required.

3.04 INSTALLATION

A. Traffic-Bearing Aggregate Surface: Provide traffic-bearing surface as indicated on civil engineering drawings.

B. Silt Fences: Install in accordance with Erosion Control Plan, FDOT (SSRBC) Sections 104 and 985, and as follows: 1. Store and handle fabric in accordance with ASTM D4873.



2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch (405 mm) high barriers with minimum 36 inch (905 mm) long posts spaced at 6 feet (1830 mm) maximum, with fabric embedded at least 4 inches (100 mm) in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch (710 mm) high barriers, minimum 48 inch (1220 mm) long posts spaced at 6 feet (1830 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet (6 m), use nominal 32 inch (810 mm) high barriers with woven wire reinforcement and steel posts spaced at 4 feet (1220 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post

only, overlapping at least 18 inches (460 mm), with extra post. 7. Fasten fabric to wood posts using one of the following:

a. Four 3/4 inch (19 mm) diameter, 1 inch (25 mm) long, 14 gage nails. b. Five 17-gage staples with 3/4 inch (19 mm) wide crown and 1/2 inch (12

mm) legs. 8. Wherever runoff will flow around end of barrier or over the top, provide

temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches (300 mm) high with post spacing not more than 4 feet (1220 mm).

C. Straw Bale Rows: Install in accordance with Erosion Control Plan, FDOT (SSRBC) Section 104, and as follows: 1. Install bales in continuous rows with ends butting tightly, with one bale at

each end of row turned uphill. 2. Install bales so that bindings are not in contact with the ground. 3. Embed bales at least 4 inches (100 mm) in the ground. 4. Anchor bales with at least two stakes per bale, driven at least 18 inches (450

mm) into the ground; drive first stake in each bale toward the previously placed bale to force bales together.

5. Fill gaps between ends of bales with loose straw wedged tightly. 6. Place soil excavated for trench against bales on the upslope side of the row,

compacted.

D. Mulching: Install in accordance with Erosion Control Plan, FDOT (SSRBC) Sections 104 and 981, and as follows: 1. Large Areas:

a. Dry Straw and Hay: Apply 2-1/2 tons per acre (6350 kg per hectare); anchor using dull disc harrow or emulsified asphalt applied using same spraying machine at 100 gallons of water per ton of mulch.

b. Erosion Control Matting: Comply with manufacturer's instructions. 2. Small and Medium Areas:

a. Dry Straw and Hay: Apply 4 to 6 inches (100 to 150 mm) depth. b. Erosion Control Matting: Comply with manufacturer's instructions.

E. Temporary Grassing/Sod: Conform to requirements of the Erosion Control Plan,



and FDOT (SSRBC) Sections 104, 570 and 981.

3.05 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches (13 mm) or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by

runoff or other causes.

D. Straw Bale Rows: 1. Promptly replace bales that fall apart or otherwise deteriorate unless need

has passed. 2. Remove silt deposits that exceed one-half of the height of the bales. 3. Repair bale rows that are undercut by runoff or otherwise damaged, whether

by runoff or other causes.

E. Clean out temporary sediment control structures weekly and relocate soil on site.

F. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Consultant.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01600 - 1 of 3 LEED PRODUCT REQUIREMENTS

SECTION 01600

LEED PRODUCT REQUIREMENTS

PART 1 GENERAL


A. LEED product requirements for the following: 1. Regionally-sourced products. 2. Products with recycled content. 3. Sustainably harvested wood. 4. Adhesives and joint sealants. 5. Aerosol adhesives.


A. Section 01355 - LEED Certification Procedures: Requirements for LEED reports.

1.03 SUBMITTALS


B. LEED Submittals: Include forms provided in Section 01356.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Do not use products having any of the following characteristics: 1. Made of wood from newly cut old growth timber.

C. Where all other criteria are met, Contractor shall give preference to products that: 1. Are extracted, harvested, and/or manufactured closer to the location of the

project. 2. Have longer documented life span under normal use. 3. Result in less construction waste. 4. Are made of vegetable materials that are rapidly renewable.

D. Regionally-Sourced Products: 1. Overall Project Requirement: Provide materials amounting to a minimum of

20 percent of the total value of all materials (excluding plumbing, HVAC, electrical, elevators, and other equipment) that have been extracted, harvested, or recovered, as well as manufactured, within a radius of 500 miles (535 km) from the project site. a. This provision is applicable to LEED Credits MR 5.1 and MR 5.2; show

quantity on LEED report 2. Specific Product Categories: Provide regionally-sourced products as

specified elsewhere. 3. LEED Submittals: Indicate location of manufacture; in all cases indicate


location of final assembly; for harvested products, indicate location of harvest; for extracted (i.e. mined) products, indicate location of extraction; for products involving multiple manufacturing steps, indicate all locations of manufacture or assembly; provide manufacturer or supplier certification of location information.

E. Products with Recycled Content: 1. Overall Project Requirement: Provide products with recycled content such

that the sum of post-consumer recycled content plus one-half of the post-industrial recycled content constitutes at least 10 percent (2 points) of the total value of all products installed, except mechanical and electrical components. a. This provision is applicable to LEED Credits MR 4.1 and MR 4.2; show

quantity and calculations on LEED report. 2. Specific Product Categories: Provide recycled content as specified

elsewhere. 3. Calculations: Where information about recycled content is required to be

submitted: a. Determine percentage of post-consumer and post-industrial content

separately, using the guidelines contained in 16 CFR 260.7(e). b. Previously used, reused, refurbished, and salvaged products are not

considered recycled. c. Wood fabricated from timber abandoned in transit to original mill is

considered reused, not recycled. d. Determine percentage of recycled content of any item by dividing the

weight of recycled content in the item by the total weight of all material in the item.

e. Determine value of recycled content of each item separately, by multiplying the content percentage by the value of the item.

4. LEED Submittals: State unit cost, post-consumer and post-industrial content percentages, quantity installed, total material cost, and total recycled content value; attach evidence of contents from either manufacturer or an independent agency.

F. Sustainably Harvested Wood: 1. Definition: Wood-based materials include but are not limited to structural

framing, dimension lumber, flooring, wood doors, finishes, and furnishings that are permanently installed in the project. Wood and wood-based products not permanently installed in the project are not included in the definition.

2. Overall Project Requirement: Provide a minimum of 50 percent of all wood-based materials made of sustainably harvested wood. a. This provision is applicable to LEED Credit MR 7; show quantity on

LEED report and submit certificates. 3. Specific Wood-Based Fabrications: Fabricate of sustainably harvested wood

when so specified elsewhere. 4. Certification: Provide wood certified by The Forest Stewardship Council.

a. Refer to FSC STD-01-001 for additional information; visit http://www.fscus.org.

5. LEED Submittals: State unit cost of each wood-based item, quantity installed, quantity certified as sustainably harvested, total wood-based


material cost, and total sustainably harvested value; provide letter of certification signed by supplier of each item, indicating compliance with the specified requirements and identifying the certifying organization. a. Include the certifying organization's certification numbers for each

certified product, itemized on a line-item basis. b. Attach copies of invoices bearing the certifying organization's

certification numbers.

G. Adhesives and Joint Sealants: 1. Definition: This provision applies to gunnable, trowelable, and liquid-applied

adhesives, sealants, and sealant primers used anywhere on the interior of the building inside the weather barrier, including duct sealers.

2. Provide only products having lower volatile organic compound (VOC) content than required by SCAQMD 1168. a. This provision is applicable to LEED Credit EQ 4.1; submit LEED

Prohibited Content Installer Certification Forms. b. Require each installer to certify compliance and submit product data

showing product content. 3. Specific Product Categories: Comply with limitations specified elsewhere.

H. Aerosol Adhesives: 1. Provide only products having lower volatile organic compound (VOC)

content than required by GS-36. a. This provision is applicable to LEED Credit EQ 4.1; submit LEED

Prohibited Content Installer Certification Forms. b. Require each installer to certify compliance and submit product data

showing product content. 2. Specific Product Categories: Comply with limitations specified elsewhere.

PART 3 EXECUTION (Not Used)

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01616 - 1 of 3 VOC CONTENT RESTRICTIONS

SECTION 01616

VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

PART 1 GENERAL


A. VOC restrictions for product categories listed below under "DEFINITIONS."

B. All products of each category that are installed in the project must comply; City's project goals do not allow for partial compliance.


A. Section 01355 - LEED Certification Procedures.

B. Section 01600 - LEED Product Requirements.

C. Section 01734 - LEED Indoor Air Quality Requirements.

1.03 FORMS

A. LEED Accessory Material VOC Content Certification Form; see Attachment A.

1.04 DEFINITIONS

A. VOC-Restricted Products: All products of each of the following categories when installed or applied on-site in the building interior: 1. Adhesives, sealants, and sealer coatings. 2. Paints and coatings. 3. Insulation. 4. Gypsum board. 5. Acoustical ceilings and panels. 6. Cabinet work. 7. Composite wood and agrifiber products used either alone or as part of

another product. 8. Other products when specifically stated in the specifications.

B. Interior of Building: Anywhere inside the exterior weather barrier.

C. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.

D. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers.

1.05 SUBMITTALS

A. For submittal procedures, refer to Section 2 - General Terms and Conditions and Section 3 - Supplemental Terms and Conditions, and Section 01355, as information submittals. 1. Give each form a unique submittal number. 2. Do not combine LEED forms with product data or shop drawing submittals.


B. Evidence of Compliance: Submit for each different product in each applicable category. 1. Identify evidence submittals with the words "LEED Report".

C. Product Data: For each VOC-restricted product used in the project, submit product data showing compliance, except when another type of evidence of compliance is required.

D. Installer Certifications for Accessory Materials: 1. Require each installer of any type of product (not just the products for which

VOC restrictions are specified) to certify that: a. no adhesives, joint sealants, paints, coatings, or composite wood or

agrifiber products have been used in the installation of his products; or b. such products used comply with these requirements.

2. Use the form following this section for installer certifications.


A. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.

PART 2 PRODUCTS

2.01 MATERIALS

A. Adhesives and Joint Sealants: Provide only products having volatile organic compound (VOC) content not greater than required by SCAQMD 1168. 1. Evidence of Compliance: Acceptable types of evidence are:

a. Report of laboratory testing performed in accordance with requirements. b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements.

B. Aerosol Adhesives: Provide only products having volatile organic compound (VOC) content not greater than required by GreenSeal GS-36. 1. Evidence of Compliance: Acceptable types of evidence are:

a. Current GreenSeal Certification. b. Report of laboratory testing performed in accordance with GreenSeal

GS-36 requirements. c. Published product data showing compliance with requirements.

C. Paints and Coatings: 1. Provide coatings that comply with the most stringent requirements specified

in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission

Standards for Architectural Coatings. b. Ozone Transport Commission (OTC) Model Rule, Architectural,

Industrial, and Maintenance Coatings; www.otcair.org; specifically: (1) Opaque, Flat: 50 g/L, maximum. (2) Opaque, Nonflat: 150 g/L, maximum. (3) Opaque, High Gloss: 250 g/L, maximum. (4) Varnishes: 350 g/L, maximum.


c. Architectural coatings VOC limits of the State of Florida. d. USGBC LEED Rating System, edition as stated in Section 01355; for

interior wall and ceiling finish (all coats), anti-corrosive paints on interior ferrous metal, clear wood stains and finishes, sanding sealers, other sealers, shellac, and floor coatings.

2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.

3. Evidence of Compliance: Acceptable types of evidence are: a. Report of laboratory testing performed in accordance with requirements. b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements.

D. Composite Wood and Agrifiber Products and Adhesives Used for Laminating Them: Provide products having no added urea-formaldehyde resins. 1. Evidence of Compliance: Acceptable types of evidence are:

a. Current SCS (CPD) certification. b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements.

E. Other Product Categories: Comply with limitations specified elsewhere.

PART 3 EXECUTION

3.01 FIELD QUALITY CONTROL

A. City reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to City.

B. All additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor.

END OF SECTION

Attachment A - LEED Accessory Material VOC Content Certification Form.

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01616-A - 1 of 1

ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM

SECTION 01616 Attachment A

ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM

1.01 FORM


B. Use of This Form: 1. Because installers are allowed and directed to choose accessory materials

suitable for the applicable installation, there is a possibility that such accessory materials might contain VOC content in excess of that permitted, especially where such materials have not been explicitly specified.

2. Contractor is required to obtain and submit this form from each installer of work on this project.

3. For each product category listed, circle the correct words in brackets: either [HAS] or [HAS NOT].

4. If any of these accessory materials has been used, attach to this form product data and MSDS sheet for each such product.

C. VOC content restrictions are specified in Section 01616.


A. I certify that the installation work of my firm on this project: 1. [HAS] [HAS NOT] required the use of any ADHESIVES. 2. [HAS] [HAS NOT] required the use of any JOINT SEALANTS. 3. [HAS] [HAS NOT] required the use of any PAINTS OR COATINGS. 4. [HAS] [HAS NOT] required the use of any COMPOSITE WOOD or AGRIFIBER

PRODUCTS.

B. Product data and MSDS sheets are attached.

3.01 CERTIFIED BY: (Installer/Manufacturer/Supplier Firm)

A. Firm Name: ______________________________________________

B. Print Name: ______________________________________________

C. Signature: ______________________________________________

D. Title: ____ ________________ (officer of company)

E. Date: _ ________________

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01700 - 1 of 10 EXECUTION REQUIREMENTS

SECTION 01700

EXECUTION REQUIREMENTS

PART 1 GENERAL


A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances.

C. Pre-installation meetings.

D. Cutting and patching.

E. Cleaning and protection.

F. Starting of systems and equipment.

G. Demonstration and instruction of City personnel.

H. Closeout procedures, except payment procedures.

I. General requirements for maintenance service.


A. This Specification Section 01700 is a summary of items intended to aid and assist the Contractor with the field operations for the Project. The contents of this Section may not fully describe all of the requirements for an item. Therefore, the Contractor shall read and verify the Contract Documents, including but not limited to the Plans, Specifications, General Terms and Conditions, and the Supplementary Terms and Conditions, to fully understand and comply with all the requirements therein.

B. Section 01575 - Temporary Erosion and Sedimentation Control: Additional erosion and sedimentation control requirements.

C. Section 01810 - Commissioning: Contractor's responsibilities in regard to commissioning.

D. Section 07840 - Firestopping.

1.03 SUBMITTALS


B. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and

location and construction of barricades and fences. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures.

C. Cutting and Patching: Submit written request in advance of cutting or alteration


that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of City or separate Contractor. 6. Include in request:

a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Alternatives to cutting and patching. f. Effect on work of City or separate Contractor. g. Written permission of affected separate Contractor. h. Date and time work will be executed.

D. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.04 QUALIFICATIONS

A. For demolition work, employ a firm specializing in the type of work required.

B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located.

1.05 PROJECT CONDITIONS

A. Use of explosives is not permitted.

B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.

D. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

E. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. 1. Provide dust-proof enclosures to prevent entry of dust generated outdoors. 2. Provide dust-proof barriers between construction areas and areas continuing

to be occupied by City.

F. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. 2. Provide temporary measures such as berms, dikes, and drains, to prevent

water flow. 3. Construct fill and waste areas by selective placement to avoid erosive

surface silts or clays. 4. Periodically inspect earthwork to detect evidence of erosion and


sedimentation; promptly apply corrective measures.

G. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8

am to 5 pm.

H. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work.

I. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations.

1.06 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Notify affected utility companies and comply with their requirements.

C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of work of separate sections.

G. After City occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of City's activities.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

PART 3 EXECUTION

3.01 EXAMINATION


A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.03 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene a pre-installation meeting at the site prior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.

C. Notify Consultant four days in advance of meeting date.

D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work.

E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Consultant, Project Manager, participants, and those affected by decisions made.

3.04 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Consultant of any discrepancies discovered.

C. Contractor shall locate and protect survey control and reference points.

D. Control datum for survey is that established by City provided survey.

E. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

F. Promptly report to Consultant the loss or destruction of any reference point or


relocation required because of changes in grades or other reasons.

G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Consultant and Project Manager.

H. Establish a minimum of two permanent bench marks on site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents.

i. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil

placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations.

j. Periodically verify layouts by same means.

3.05 GENERAL INSTALLATION REQUIREMENTS

A. In addition to compliance with regulatory requirements, conduct construction operations in compliance with NFPA 241, including applicable recommendations in Appendix A.

B. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

C. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

D. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

E. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

F. Make neat transitions between different surfaces, maintaining texture and appearance.

3.06 ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Consultant and Project Manager before disturbing

existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions.

B. Keep areas in which alterations are being conducted separated from other areas that are still occupied.

C. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform

removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new


finish. 4. Where new surface finishes are not specified or indicated, patch holes and

damaged surfaces to match adjacent finished surfaces as closely as possible.

D. Services (Including but not limited to Plumbing, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain

access to equipment and operational components; if necessary, modify installation to allow access or provide access panel.

2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required.

3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections;

minimize duration of outages. b. Provide temporary connections as required to maintain existing systems

in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment; remove back to

source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction.

E. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting

new work. 3. Repair adjacent construction and finishes damaged during removal work.

F. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. When existing finished surfaces are cut so that a smooth transition with new

work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Consultant and Project Manager.

2. Where a change of plane of 1/4 inch (6 mm) or more occurs in existing work, submit recommendation for providing a smooth transition for Consultant and Project Manager review and request instructions.

G. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish.

H. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible

existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes.

2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match.


I. Clean existing systems and equipment.

J. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury.

K. Do not begin new construction in alterations areas before demolition is complete.

L. Comply with all other applicable requirements of this section.

3.07 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. See Alterations article above for additional requirements.

C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other

services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work.

D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing.

E. Employ skilled and experienced installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

G. Restore work with new products in accordance with requirements of Contract Documents.

H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07840, to full thickness of the penetrated element.

J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On

continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing

other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.08 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.


B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.

3.09 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

G. Prohibit traffic from landscaped areas.

H. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible.

3.10 SYSTEM STARTUP

A. Coordinate with requirements of Section 01810 - Commissioning.

B. Coordinate schedule for start-up of various equipment and systems.

C. Notify Consultant and Project Manager seven days prior to start-up of each item.

D. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage.

E. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

F. Verify that wiring and support components for equipment are complete and tested.

G. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions.

H. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

I. Submit a written report that equipment or system has been properly installed and is functioning correctly.


3.11 DEMONSTRATION AND INSTRUCTION

A. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at agreed time, at equipment location.

B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.

C. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of City personnel.

D. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with City's personnel in detail to explain all aspects of operation and maintenance.

3.12 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

B. Testing, adjusting, and balancing HVAC systems: See Section 15950.

3.13 FINAL CLEANING

A. Execute final cleaning prior to final project assessment. 1. Clean areas to be occupied by City prior to final completion before City

occupancy.

B. Use cleaning materials that are nonhazardous.

C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces,

D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.

E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

F. Replace filters of operating equipment.

G. Clean debris from roofs, gutters, downspouts, and drainage systems.

H. Clean site; sweep paved areas, rake clean landscaped surfaces.

I. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.

J. Clean City-occupied areas of work.

3.14 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities. 1. Provide copies to Consultant and Project Manager.

B. Notify Consultant and Project Manager when work is considered ready for Substantial Completion.

C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract


Documents and ready for Consultant's review.

D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to City-occupied areas.

E. Notify Consultant and Project Manager when work is considered finally complete.

F. Complete items of work determined by Consultant's final inspection.

3.15 MAINTENANCE

A. Provide service and maintenance of components indicated in specification sections.

B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer.

C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required.

D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component.

E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Project Manager.

END OF SECTION


LEED WASTE MANAGEMENT REQUIREMENTS

SECTION 01732


PART 1 GENERAL

1.01 WASTE MANAGEMENT REQUIREMENTS

A. City requires that this project generate the least amount of trash and waste possible.

B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.

C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as feasible.

D. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or by incineration: 1. Site clearing debris, including brush, branches, logs, and stumps; see

Division 2 for use options. 2. Concrete masonry units. 3. Metals, including packaging banding, metal studs, sheet metal, structural

steel, piping, electrical conduit, reinforcing bars, door frames, and other items made of steel, iron, galvanized steel, stainless steel, aluminum, copper, zinc, lead, brass, and bronze.

4. Clean dimensional lumber, wood trim, and wood sheet materials. 5. Roofing. 6. Insulation. 7. Glass. 8. Carpet and pad. 9. Gypsum board. 10. Packaging materials, including paper, cardboard, boxes, plastic sheet and

film, polystyrene packaging, wood crates and pallets, and plastic pails. 11. Aluminum, glass and plastic beverage containers.

E. LEED Certification for this project is dependent on diversion of at least 75 percent, by weight, of potential landfill trash/waste by recycling and/or salvage (LEED MR Credit 2.1 and MR Credit 2.2).

F. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, incineration, recycling, salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports.

G. Contractor shall develop and follow a Waste Management Plan designed to implement these requirements, as provided by Southern Waste Systems / Sun Recycling, or equal. 1. Contractor must use City-mandated solid waste and / or recycling company

specified in City ordinance, if such ordinance exists. Otherwise, Contractor may utilize any company based on value and service.

H. The following sources may be useful in developing the Waste Management Plan: 1. State of Florida:



a. Florida Department of Environmental Protection (FDEP) Recycling Program: FDEP; Division of Waste Management; 2600 Blair Stone Road; Tallahassee, FL 32399-2400; Tel. 850-245-8705.

b. Recycle Florida Today (RFT): Post Office Box 15889; Tallahassee, FL 32317; Tel. 850-907-1278.

2. Broward County Waste and Recycling Services: One North University Drive, Suite 400; Plantation, FL 33324; Tel. 954-765-4999

3. Miami-Dade County Solid Waste Management Department, at Dr. Martin Luther King Jr. Office Plaza; 2525 N.W. 62nd Street, 5th Floor; Miami, FL 33147; Tel. 305-594-1500.

.

4. Recyclers: Refer to “List of Construction and Demolition Facilities” at http://www.dep.state.fl.us/waste/categories/recycling/cd/canddmain.htm . a. Southern Waste Systems / Sun Recycling: 790 Hillbrath Drive; Lantana,

FL 33462; Tel. 888-800-7732. (1) Sun 6: 2000 N. Miami Ave.; Miami , FL 33127; Tel. 561-582-

6688. (2) Sun 10: 7435 NW 41st Street; Miami, FL 33166; Tel. 561-582-

6688. b. American Environmental Recycling: 10001 SW 240 Street; Miami, FL

33174; Tel. 305-232-2344. c. County Recycling & Waste Transfer: 3580 NW 135th Street; Opa

Locka, FL 33054: Tel. 954-609-4220. d. Delta Recycling:

(1) Delta Recycling Hialeah Transfer Station: 5000 NW 37 Ave.; Miami, FL 33142; Tel. 954-275-2788.

(2) Delta Recycling Homestead: 11695 SW 328th St.; Homestead, FL 33033; Tel. 305-453-0788.

e. Florida Wood Recycling: 9651 NW 89th Ave.; Medley, FL 33178: Tel. 305-805-0033.

f. Medley Landfill & Recycling Center: 9350 NW 89th Ave.; Medley, FL 33178; Tel. 305-883-7670.

5. Recycling Economics Information: The following sources contain information that may be useful in estimating the costs or savings or recycling options. a. "Construction and Demolition Debris Recycling in Florida" provides a

comprehensive perspective of the construction and demolition industry's debris management and recycling practices.

b. Construction and demolition debris recycling and disposal is tracked by the FDEP through annual reports from Counties and permitted construction and demolition facilities statewide in accordance with Florida Administrative Code rule 62-701.730(12).

I. Methods of trash/waste disposal that are not acceptable are: 1. Burning on the project site. 2. Burying on the project site. 3. Dumping or burying on other property, public or private. 4. Other illegal dumping or burying.

J. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, State and local requirements, pertaining to legal disposal of all construction and demolition waste



materials.


A. Section 01600 - LEED Product Requirements: Waste prevention requirements related to delivery, storage, and handling.

B. Section 02225 - Demolition. 1. Building demolition. 2. Selective demolition of built site elements. 3. Selective demolition of building elements for alterations purposes. 4. Abandonment and removal of existing utilities and utility structures. 5. Removal and salvage of identified items and materials, and removal of

resulting rubbish and debris.

C. Section 02226 - Salvage: Removal and salvage of identified items and materials, and removal of resulting rubbish and debris.

D. Division 2 - Sitework: 1. Excavation, hauling and disposal of unsuitable materials. 2. Handling and disposal of land clearing debris.

1.03 DEFINITIONS

A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.

B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations.

C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity.

D. Non-hazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity.

E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure.

F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others.

G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others.

H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste.

I. Return: To give back reusable items or unused products to vendors for credit.

J. Reuse: To reuse a construction waste material in some manner on the project site.

K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others.



L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water.

M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste.

N. Toxic: Poisonous to humans either immediately or after a long period of exposure.

O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.

P. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material.

1.04 SUBMITTALS


B. Submit Waste Management Plan within 10 calendar days after receipt of Notice of Award of Bid, or prior to any trash or waste removal, whichever occurs sooner; submit projection of all trash and waste that will require disposal and alternatives to landfilling.

C. Waste Management Plan: Include the following information: 1. Analysis of the trash and waste projected to be generated during the entire

project construction cycle, including types and quantities. 2. Landfill Options: The name, address, and telephone number of the landfill(s)

where trash/waste will be disposed of, the applicable landfill tipping fee(s), and the projected cost of disposing of all project trash/waste in the landfill(s).

3. Landfill Alternatives: List all waste materials that will be diverted from landfills by reuse, salvage, or recycling. a. List each material proposed to be salvaged, reused, or recycled. b. List the local market for each material. c. State the estimated net cost, versus landfill disposal.

4. Meetings: Describe regular meetings to be held to address waste prevention, reduction, recycling, salvage, reuse, and disposal.

5. Materials Handling Procedures: Describe the means by which materials to be diverted from landfills will be protected from contamination and prepared for acceptance by designated facilities; include separation procedures for recyclables, storage, and packaging.

6. Transportation: Identify the destination and means of transportation of materials to be recycled; i.e. whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler.

7. Recycling Incentives: Describe procedures required to obtain credits, rebates, or similar incentives.

D. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash and waste, means of disposal or reuse, and costs; show both totals to date and since last report.



1. Submit updated Report with each Application for Progress Payment; failure to submit Report will delay payment.

2. Submit Report on a form acceptable to Project Manager. 3. Landfill Disposal: Include the following information:

a. Identification of material. b. Amount, in tons or cubic yards (cubic meters), of trash/waste material

from the project disposed of in landfills. c. State the identity of landfills, total amount of tipping fees paid to landfill,

and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of

quantity and cost. 4. Incinerator Disposal: Include the following information:

a. Identification of material. b. Amount, in tons or cubic yards (cubic meters), of trash/waste material

from the project delivered to incinerators. c. State the identity of incinerators, total amount of fees paid to incinerator,

and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of

quantity and cost. 5. Recycled and Salvaged Materials: Include the following information for

each: a. Identification of material, including those retrieved by installer for use on

other projects. b. Amount, in tons or cubic yards (cubic meters), date removed from the

project site, and receiving party. c. Transportation cost, amount paid or received for the material, and the

net total cost or savings of salvage or recycling each material. d. Include manifests, weight tickets, receipts, and invoices as evidence of

quantity and cost. e. Certification by receiving party that materials will not be disposed of in

landfills or by incineration. 6. Material Reused on Project: Include the following information for each:

a. Identification of material and how it was used in the project. b. Amount, in tons or cubic yards (cubic meters). c. Include weight tickets as evidence of quantity.

7. Other Disposal Methods: Include information similar to that described above, as appropriate to disposal method.

E. Recycling Incentive Programs: 1. Where revenue accrues to Contractor, submit copies of documentation

required to qualify for incentive. 2. Where revenue accrues to City, submit any additional documentation

required by Project Manager in addition to information provided in periodic Waste Disposal Report.


A. Regulatory Requirements: 1. Comply with hauling and disposal regulations of authorities having

jurisdiction.



B. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification program.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.01 WASTE MANAGEMENT PROCEDURES

A. See Section 2 - General Terms and Conditions and Section 3 - Supplemental Terms and Conditions, for additional requirements pertaining to project meetings, reports, submittal procedures, and project documentation.

3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION

A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan.

B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Project Manager, and Consultant.

C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

D. Meetings: Discuss trash/waste management goals and issues at project meetings, particularly at: 1. Pre-bid meeting. 2. Pre-construction meeting. 3. Regular job-site meetings.

J. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating

materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 01500 and Section 01575 for controlling dust and dirt,

environmental protection, and noise control.

E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return, and trash disposal, for use by all contractors and installers. 1. As a minimum, provide:

a. Separate area for storage of materials to be reused on-site, such as wood cut-offs for blocking.

b. Separate dumpsters for each category of recyclable. c. Recycling bins at worker lunch area.

2. Provide containers as required. 3. Provide temporary enclosures around piles of separated materials to be

recycled or salvaged. 4. Provide materials for barriers and enclosures that are non-hazardous,



recyclable, or reusable to the maximum extent possible; reuse project construction waste materials if possible.

5. Locate enclosures out of the way of construction traffic. 6. Provide adequate space for pick-up and delivery and convenience to

subcontractors. 7. If an enclosed area is not provided, clearly lay out and label a specific area

on-site. 8. Keep recycling and trash/waste bin areas neat and clean and clearly marked

in order to avoid contamination of materials.

F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations.

G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials.

H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for reuse.

I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.

END OF SECTION


LEED INDOOR AIR QUALITY REQUIREMENTS

SECTION 01734


PART 1 GENERAL


A. General: 1. Construction procedures to promote adequate indoor air quality after

construction. 2. Building flush-out after construction and before occupancy. 3. Testing indoor air quality after completion of construction. 4. Testing air change effectiveness after completion of construction.

B. Dust and Airborne Particulates: Prevent deposition of dust and other particulates in HVAC ducts and equipment. 1. Cleaning of ductwork is not contemplated under this Contract. 2. Contractor shall bear the cost of cleaning required due to failure to protect

ducts and equipment from construction dust.

C. Airborne Contaminants: Procedures and products have been specified to minimize indoor air pollutants. 1. Furnish products meeting the specifications. 2. Avoid construction practices that could result in contamination of installed

products leading to indoor air pollution.

D. Ventilation: HVAC system has been designed to achieve the minimum requirements for ventilation specified in ASHRAE 62.1 with air change effectiveness of 0.9 or greater.


A. Section 01355 - LEED Certification Procedures: LEED credits relating to indoor air quality.

B. Division 15 - Mechanical: 1. Air Cleaning Devices: HVAC filters. 2. Testing, Adjusting, and Balancing: Testing HVAC systems for proper air flow

rates, adjustment of dampers and registers, and settings for equipment.

1.03 DEFINITIONS

A. Adsorptive Materials: Gypsum board, acoustical ceiling tile and panels, carpet and carpet tile, fabrics, fibrous insulation, and other similar products.

B. Contaminants: Gases, vapors, regulated pollutants, airborne mold and mildew, and the like, as specified.

C. Particulates: Dust, dirt, and other airborne solid matter.

D. Wet Work: Concrete, plaster, coatings, and other products that emit water vapor or volatile organic compounds during installation, drying, or curing.

1.04 SUBMITTALS




B. Indoor Air Quality Management Plan: Describe in detail measures to be taken to promote adequate indoor air quality upon completion; use SMACNA (OCC) as a guide. 1. Submit not less than 60 days before enclosure of building. 2. Identify potential sources of odor and dust. 3. Identify construction activities likely to produce odor or dust. 4. Identify areas of project potentially affected, especially occupied areas. 5. Evaluate potential problems by severity and describe methods of control. 6. Describe construction ventilation to be provided, including type and duration

of ventilation, use of permanent HVAC systems, types of filters and schedule for replacement of filters.

7. Describe cleaning and dust control procedures.

C. Interior Finishes Installation Schedule: Identify each interior finish that either generates odors, moisture, or vapors or is susceptible to adsorption of odors and vapors, and indicate air handling zone, sequence of application, and curing times.

D. Duct and Terminal Unit Inspection Report.

E. Air Contaminant Test Plan: Identify: 1. Testing agency qualifications. 2. Locations and scheduling of air sampling. 3. Test procedures, in detail. 4. Test instruments and apparatus. 5. Sampling methods.

F. Air Contaminant Test Reports: Show: 1. Location where each sample was taken, and time. 2. Test values for each air sample; average the values of each set of 3. 3. HVAC operating conditions. 4. Certification of test equipment calibration. 5. Other conditions or discrepancies that might have influenced results.

G. Ventilation Effectiveness Test Plan: Identify: 1. Testing agency qualifications. 2. Description of test spaces, including locations of air sampling. 3. Test procedures, in detail; state whether tracer gas decay or step-up will be

used. 4. Test instruments and apparatus; identify tracer gas to be used. 5. Sampling methods.

H. Ventilation Effectiveness Test Reports: Show: 1. Include preliminary tests of instruments and apparatus and of test spaces. 2. Calculation of ventilation effectiveness, E. 3. Location where each sample was taken, and time. 4. Test values for each air sample. 5. HVAC operating conditions. 6. Other information specified in ASHRAE 129.



7. Other conditions or discrepancies that might have influenced results.


A. Testing and Inspection Agency Qualifications: Independent testing agency having minimum of 5 years experience in performing the types of testing specified. 1. Test and Balance Agency: Conform to requirements shown on drawings and

specified in Division 15.

PART 2 PRODUCTS

2.01 MATERIALS

A. Low VOC Materials: See other sections for specific requirements for materials with low VOC content.

B. Auxiliary Air Filters: MERV of 8, minimum, when tested in accordance with ASHRAE 52.2.

PART 3 EXECUTION

3.01 CONSTRUCTION PROCEDURES

A. Prevent the absorption of moisture and humidity by adsorptive materials by: 1. Sequencing the delivery of such materials so that they are not present in the

building until wet work is completed and dry. 2. Delivery and storage of such materials in fully sealed moisture-impermeable

packaging. 3. Provide sufficient ventilation for drying within reasonable time frame.

B. Begin construction ventilation when building is substantially enclosed.

C. If extremely dusty or dirty work must be conducted inside the building, shut down HVAC systems for the duration; remove dust and dirt completely before restarting systems.

D. HVAC equipment and supply air ductwork may be used for ventilation during construction: 1. Operate HVAC system on 100 percent outside air, with 1.5 air changes per

hour, minimum. 2. Ensure that air filters are correctly installed prior to starting use; replace

filters when they lose efficiency. 3. Seal return air inlets or otherwise positively isolate return air system to

prevent recirculation of air; provide alternate return air pathways.

E. Do not store construction materials or waste in mechanical or electrical rooms.

F. Prior to use of return air ductwork without intake filters clean up and remove dust and debris generated by construction activities. 1. Inspect duct intakes, return air grilles, and terminal units for dust. 2. Clean plenum spaces, including top sides of lay-in ceilings, outsides of

ducts, tops of pipes and conduit. 3. Clean tops of doors and frames.



4. Clean mechanical and electrical rooms, including tops of pipes, ducts, and conduit, equipment, and supports.

5. Clean return plenums of air handling units. 6. Remove intake filters last, after cleaning is complete.

G. Do not perform dusty or dirty work after starting use of return air ducts without intake filters.

H. Use other relevant recommendations of SMACNA (OCC) for avoiding unnecessary contamination due to construction procedures.

3.02 BUILDING FLUSH-OUT

A. Contractor's Option: Either full continuous flush-out OR satisfactory air contaminant testing is required.

B. Perform building flush-out before occupancy.

C. Do not start flush-out until: 1. All construction is complete. 2. HVAC systems have been tested, adjusted, and balanced for proper

operation. 3. Inspection of inside of return air ducts and terminal units confirms that

cleaning is not necessary. 4. New HVAC filtration media have been installed.

D. Building Flush-Out: Operate all ventilation systems at normal flow rates with 100 percent outside air until a total air volume of 14,000 cubic feet per square foot (4500 cubic meters per square meter) of floor area has been supplied. 1. Obtain Project Manager's concurrence that construction is complete enough

before beginning flush-out. 2. Maintain interior temperature of at least 60 degrees F (15 degrees C) and

interior relative humidity no higher than 60 percent. 3. If additional construction involving materials that produce particulates or any

of the specified contaminants is conducted during flush-out, start flush-out over.

4. If interior spaces must be occupied prior to completion of the flush-out, supply a minimum of 25 percent of the total air volume prior to occupancy, and: a. Begin ventilation at least three hours prior to daily occupancy. b. Continue ventilation during all occupied periods. c. Provide minimum outside air volume of 0.30 cfm per square foot (0.0015

cu m/s/sq m) or design minimum outside air rate, whichever is greater.

E. Install new HVAC filtration media after completion of flush-out and before occupancy or further testing.

3.03 AIR CONTAMINANT TESTING

A. Contractor's Option: Either full continuous flush-out OR satisfactory air contaminant testing is required.

B. Perform air contaminant testing before occupancy.

C. Do not start air contaminant testing until:



1. All construction is complete, including interior finishes. 2. HVAC systems have been tested, adjusted, and balanced for proper

operation. 3. New HVAC filtration media have been installed.

D. Indoor Air Samples: Collect from spaces representative of occupied areas: 1. Collect samples while operable windows and exterior doors are closed,

HVAC system is running normally as if occupied, with design minimum outdoor air, but with the building unoccupied.

2. Collect samples from spaces in each contiguous floor area in each air handler zone, but not less than one sample per 25,000 square feet (2300 square meters); take samples from areas having the least ventilation and those having the greatest presumed source strength.

3. Collect samples from height from 36 inches (915 mm) to 72 inches (1830 mm) above floor.

4. Collect samples from same locations on 3 consecutive days during normal business hours; average the results of each set of 3 samples.

5. Exception: Areas with normal very high outside air ventilation rates, such as laboratories, do not need to be tested.

6. When retesting the same building areas, take samples from at least the same locations as in first test.

E. Outdoor Air Samples: Collect samples at outside air intake of each air handler at the same time as indoor samples are taken.

F. Analyze air samples and submit report.

G. Air Contaminant Concentration Determination and Limits: 1. Carbon Monoxide: Not more than 9 parts per million and not more than 2

parts per million higher than outdoor air. 2. Airborne Mold and Mildew: Measure in relation to outside air; not higher

than outside air. 3. Formaldehyde: Not more than 50 parts per billion. 4. Formaldehyde: Measure in micrograms per cubic meter, in relation to

outside air; not more than 20 micrograms per cubic meter higher than outside air.

5. Total Volatile Organic Compounds (TVOC): Not more than 500 micrograms per cubic meter.

6. Total Volatile Organic Compounds (TVOC): Measure in micrograms per cubic meter, in relation to outside air; not more than 200 micrograms per cubic meter higher than outside air.

7. Particulates (PM10): Not more than 50 micrograms per cubic meter. 8. Total Particulates (PM): Measure in micrograms per cubic meter, in relation

to outside air; not more than 20 micrograms per cubic meter higher than outside air.

3.04 VENTILATION EFFECTIVENESS TESTING

A. Perform ventilation effectiveness testing during commissioning period.

B. Do not begin ventilation effectiveness testing until: 1. HVAC testing, adjusting, and balancing has been satisfactorily completed.



2. Building flush-out or air contaminant testing has been completed satisfactorily.

3. New HVAC filtration media have been installed.

C. Test each air handler zone in accordance with ASHRAE 129.

D. If calculated air change effectiveness for a particular zone is less than 0.9 due to inadequate balancing of the system, adjust, and retest at no cost to City.

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01810 - 1 COMMISSIONING

SECTION 01810

COMMISSIONING PART 1 - GENERAL

1.1 SUMMARY

A. Commissioning is intended to achieve the following specific objectives; this section specifies the Contractor's responsibilities for commissioning: 1. Verify that the work is installed in accordance with the Contract Documents

and the manufacturer’s recommendations and instructions, and that it receives adequate operational checkout prior to startup: Startup reports and Prefunctional Checklists executed by Contractor are utilized to achieve this.

2. Verify and document that functional performance is in accordance with the Contract Documents: Functional Tests executed by Contractor and witnessed by the Commissioning Authority are utilized to achieve this.

B. Commissioning Functional Tests is to occur after startup and initial checkout and

be completed before punch lists are performed and testing and balancing is complete.

C. The Commissioning Authority directs and coordinates all commissioning activities;

this section describes some but not all of the Commissioning Authority's responsibilities.

1.2 SCOPE OF COMMISSIONING

A. The following are to be commissioned:

B. HVAC System, including: 1. Air Handling Units and fan coil units 2. VAV Terminal units. 3. Exhaust Fans 4. Control System 5. Test and Balance Review

C. Lighting Controls

D. Domestic Water Heater(s)


A. Section 01355 - LEED Requirements: LEED credits relating to commissioning.

B. Section 01734 - Indoor Air Quality: Precautions and procedures; smoking room testing; building flush-out.


C. Section 01780 - Closeout Submittals: Scope and procedures for operation and maintenance manuals and project record documents.

D. Section 01820 - Demonstration and Training: Scope and procedures for City’s

personnel training.

E. Section 01815 - Commissioning Authority Responsibilities

F. Division 15 - Mechanical: Section 15012 - Commissioning of HVAC 1.4 SUBMITTALS

A. See Section 01300 - Administrative Requirements, for submittal procedures; except: 1. Submit one copy of all shop drawings of the equipment listed above to the

Commissioning Authority, not to be returned. 2. Submittals indicated as "Draft" are intended for the use of the Commissioning

Authority in preparation of Prefunctional Checklists

B. Manufacturers' Instructions: Submit copies of all manufacturer-provided instructions that are shipped with the equipment as soon as the equipment is delivered.

C. Product Data: If submittals to Consultant do not include the following, submit

copies as soon as possible: 1. Manufacturer's product data, cut sheets, and shop drawings. 2. Manufacturer's installation instructions. 3. Startup, operating, and troubleshooting procedures. 4. Fan curves. 5. Factory test reports. 6. Warranty information, including details of City's responsibilities in regard to

keeping warranties in force.

D. Startup Plans and Reports.

E. Completed Prefunctional Checklists. PART 2 - PRODUCTS

2.1 TEST EQUIPMENT

A. Provide all standard testing equipment required to perform startup and initial checkout and required Functional Testing; unless otherwise noted such testing equipment will NOT become the property of City.

B. Calibration Tolerances: Provide testing equipment of sufficient quality and

accuracy to test and/or measure system performance with the tolerances specified. If not otherwise noted, the following minimum requirements apply:


1. Temperature Sensors and Digital Thermometers: Certified calibration within past year to accuracy of 0.5 degree F (0.3 degree C) and resolution of plus/minus 0.1 degree F (0.05 degree C).

2. Pressure Sensors: Accuracy of plus/minus 2.0 percent of the value range being measured (not full range of meter), calibrated within the last year.

3. Calibration: According to the manufacturer’s recommended intervals and when dropped or damaged; affix calibration tags or keep certificates readily available for inspection.

C. Equipment-Specific Tools: Where special testing equipment, tools and instruments

are specific to a piece of equipment, are only available from the vendor, and are required in order to accomplish startup or Functional Testing, provide such equipment, tools, and instruments as part of the work at no extra cost to City; such equipment, tools, and instruments are to become the property of City.

PART 3 - EXECUTION

3.1 COMMISSIONING PLAN

A. Commissioning Authority will prepare the Commissioning Plan. 1. Attend meetings called by the Commissioning Authority for purposes of

completing the commissioning plan. 2. Require attendance and participation of relevant subcontractors, installers,

suppliers, and manufacturer representatives.

B. Contractor is responsible for compliance with the Commissioning Plan.

C. Commissioning Plan: The commissioning schedule, procedures, and coordination requirements for all parties in the commissioning process.

D. Commissioning Schedule:

1. Submit anticipated dates of startup of each item of equipment and system to Commissioning Authority within 60 days after award of Contract.

2. Re-submit anticipated startup dates monthly, but not less than 4 weeks prior to startup.

3. Prefunctional Checklists and Functional Tests are to be performed in sequence from components, to subsystems, to systems.

4. Provide sufficient notice to Commissioning Authority for delivery of relevant Checklists and Functional Test procedures, to avoid delay.

3.2 STARTUP PLANS AND REPORTS

A. Startup Plans: For each item of equipment and system for which the manufacturer provides a startup plan, submit the plan not less than 8 weeks prior to startup.

B. Startup Reports: For each item of equipment and system for which the

manufacturer provides a startup checklist (or startup plan or field checkout sheet), document compliance by submitting the completed startup checklist prior to startup, signed and dated by responsible entity.


C. Submit directly to the Commissioning Authority. 3.3 PREFUNCTIONAL CHECKLISTS

A. A Prefunctional Checklist is required to be filled out for each item of equipment or other assembly specified to be commissioned. 1. No sampling of identical or near-identical items is allowed. 2. These checklists do not replace manufacturers' recommended startup

checklists, regardless of apparent redundancy. 3. Prefunctional Checklist forms will not be complete until after award of the

contract; the following types of information will be gathered via the completed Checklist forms:

(a) Certification by installing contractor that the unit is properly installed, started up, and operating and ready for Functional Testing.

(b) Confirmation of receipt of each shop drawing and commissioning submittal specified, itemized by unit.

(c) Manufacturer, model number, and relevant capacity information; list information "as specified," "as submitted," and "as installed."

(d) Serial number of installed unit. (e) List of inspections to be conducted to document proper installation prior

to startup and Functional Testing; these will be primarily static inspections and procedures; for equipment and systems may include normal manufacturer’s start-up checklist items and minor testing.

(f) Sensor and actuator calibration information.

B. Contractor is responsible for filling out Prefunctional Checklists, after completion of installation and before startup; witnessing by the Commissioning Authority is not required unless otherwise specified. 1. Each line item without deficiency is to be witnessed, initialed, and dated by

the actual witness; checklists are not complete until all line items are initialed and dated complete without deficiencies.

2. Checklists with incomplete items may be submitted for approval provided the Contractor attests that incomplete items do not preclude the performance of safe and reliable Functional Testing; re-submission of the Checklist is required upon completion of remaining items.

3. Individual Checklists may contain line items that are the responsibility of more than one installer; Contractor shall assign responsibility to appropriate installers or subcontractors, with identification recorded on the form.

4. If any Checklist line item is not relevant, record reasons on the form. 5. Contractor may independently perform startup inspections and/or tests, at his

option; see Section 01700 for additional general startup requirements. 6. Regardless of these reporting requirements, Contractor is responsible for

correct startup and operation. 7. Submit completed Checklists to Commissioning Authority within two days of

completion.

C. Commissioning Authority Witnessing: Required for: 1. Each piece of primary equipment, unless sampling of multiple similar units is

allowed by the commissioning plan.


2. A sampling of non-primary equipment, as allowed by the commissioning plan.

D. Deficiencies: Correct deficiencies and re-inspect or re-test, as applicable, at no

extra cost to City. 1. If difficulty in correction would delay progress, report deficiency to the

Commissioning Authority immediately. 3.4 FUNCTIONAL TESTS

A. A Functional Test is required for each item of equipment, system, or other assembly specified to be commissioned.

B. Contractor is responsible for execution of required Functional Tests, after

completion of Prefunctional Checklist and before closeout.

C. Commissioning Authority is responsible for witnessing and reporting results of Functional Tests, including preparation and completion of forms for that purpose.

D. Contractor is responsible for correction of deficiencies and re-testing at no extra

cost to City; if a deficiency is not corrected and re-tested immediately, the Commissioning Authority will document the deficiency and the Contractor's stated intentions regarding correction. 1. Deficiencies are any condition in the installation or function of a component,

piece of equipment or system that is not in compliance with the Contract Documents or does not perform properly.

2. When the deficiency has been corrected, the Contractor completes the form certifying that the item is ready to be re-tested and returns the form to the Commissioning Authority; the Commissioning Authority will reschedule the test and the Contractor shall re-test.

3. Identical or Near-Identical Items: If 10 percent, or three, whichever is greater, of identical or near-identical items fail to perform due to material or manufacturing defect, all items will be considered defective; provide a proposal for correction within 2 weeks after notification of defect, including provision for testing sample installations prior to replacement of all items.

4. Contractor shall bear the cost of City and Commissioning Authority personnel time witnessing re-testing.

5. Contractor shall bear the cost of City and Commissioning Authority personnel time witnessing re-testing if the test failed due to failure to execute the relevant Prefunctional Checklist correctly; if the test failed for reasons that would not have been identified in the Prefunctional Checklist process, Contractor shall bear the cost of the second and subsequent re-tests.

E. Functional Test Procedures:

1. Some test procedures are included in the Contract Documents; where Functional Test procedures are not included in the Contract Documents, test procedures will be determined by the Commissioning Authority with input by and coordination with Contractor.

2. Functional Testing: Drafts of the Functional Tests are provided at the end of this section.


3.5 SENSOR AND ACTUATOR CALIBRATION

A. Calibrate all field-installed temperature, relative humidity, carbon monoxide, carbon dioxide, and pressure sensors and gages, and all actuators (dampers and valves) on this piece of equipment shall be calibrated. Sensors installed in the unit at the factory with calibration certification provided need not be field calibrated.

B. Calibrate using the methods described below; alternate methods may be used, if

approved by Project Manager beforehand. See PART 2 for test instrument requirements. Record methods used on the relevant Prefunctional Checklist or other suitable forms, documenting initial, intermediate and final results.

3.6 TEST PROCEDURES - GENERAL

A. Provide skilled technicians to execute starting of equipment and to execute the Functional Tests. Ensure that they are available and present during the agreed upon schedules and for sufficient duration to complete the necessary tests, adjustments and problem-solving.

B. Provide all necessary materials and system modifications required to produce the

flows, pressures, temperatures, and conditions necessary to execute the test according to the specified conditions. At completion of the test, return all affected equipment and systems to their pre-test condition.

C. Manual Testing: Use hand-held instruments, immediate control system readouts,

or direct observation to verify performance (contrasted to analyzing monitored data taken over time to make the “observation”).

D. Simulating Conditions: Artificially create the necessary condition for the purpose of

testing the response of a system; for example apply hot air to a space sensor using a hair dryer to see the response in a VAV box.

E. Simulating Signals: Disconnect the sensor and use a signal generator to send an

amperage, resistance or pressure to the transducer and control system to simulate the sensor value.

F. Over-Writing Values: Change the sensor value known to the control system in the

control system to see the response of the system; for example, change the outside air temperature value from 50 degrees F to 75 degrees F to verify economizer operation.

G. Indirect Indicators: Remote indicators of a response or condition, such as a

reading from a control system screen reporting a damper to be 100 percent closed, are considered indirect indicators.

H. Monitoring: Record parameters (flow, current, status, pressure, etc.) of equipment

operation using dataloggers or the trending capabilities of the relevant control systems; where monitoring of specific points is called for in Functional Test Procedures:


1. All points that are monitored by the relevant control system shall be trended by Contractor; at the Commissioning Authority’s request, Contractor shall trend up to 20 percent more points than specified at no extra charge.

2. Other points will be monitored by the Commissioning Authority using dataloggers.

3. At the option of the Commissioning Authority, some control system monitoring may be replaced with datalogger monitoring.

4. Provide hard copies of monitored data in columnar format with time down left column and at least 5 columns of point values on same page.

5. Graphical output is desirable and is required for all output if the system can produce it.

6. Monitoring may be used to augment manual testing.

END OF SECTION

DINNER KEY MARINA DOCKMASTER BUILDING City of Miami Project No. B-60464 01815- 1

COMMISSIONING AUTHORITY RESPONSIBILITIES

SECTION 01815

COMMISSIONING AUTHORITY RESPONSIBILITIES PART 1 GENERAL 1.01 SUMMARY

A. Commissioning is intended to achieve the following specific objectives; this section covers the Commissioning Authority's responsibilities for commissioning: 1. Verify that the work is installed in accordance with the Contract Documents

and the manufacturer’s recommendations and instructions, and that it receives adequate operational checkout prior to startup: Startup reports and Prefunctional Checklists are utilized to achieve this.

2. Verify and document that functional performance is in accordance with the Contract Documents: Functional Tests performed by Contractor and witnessed by the Commissioning Authority are utilized to achieve this.

B. Commissioning, including Functional Tests, is to occur after startup and initial

checkout and be completed before Substantial Completion. C. Coordinate and direct all the commissioning activities in a logical, sequential and

efficient manner using consistent protocols and forms, centralized documentation, clear and regular communications and consultations with all necessary parties, frequently updated timelines and schedules and technical expertise.

D. The scope of commissioning activities is defined in Section 01810 -

Commissioning. E. Contractor's responsibilities are defined in Section 01810 - Commissioning.

1.02 SUBMITTALS

A. Commissioning Plan: 1. Submit preliminary draft for review by Project Manager and Consultant within

30 days after commencement of Commissioning Authority contract. 2. Submit revised draft to be included in the construction contract documents3. Submit final plan not more than 90 days after commencement of

construction, for issuance to all parties.

.

B. Prefunctional Checklists C. Functional Test procedures to be developed:

1. Submit preliminary list at start of construction documents phase or within 30 days after commencement of contract, whichever is later.

2. Submit revised list not less than 6 weeks prior to bid date, for inclusion in the Contract Documents; this is intended to be a list of titles, not full description of the tests.

3. Submit final list not more than 60 days after start of construction.



D. Functional Test Procedures:

1. Submit preliminary draft at start of construction documents phase or within 30 days after commencement of contract, whichever is later.

2. Submit revised draft for review by Project Manager and Consultant not less than 6 weeks prior to bid date, for inclusion in the construction contract documents.

3. Submit final draft to Contractor not less than 4 weeks prior to startup of particular items to be commissioned.

E. Final Commissioning Report: Submit to Project Manager.

PART 2 PRODUCTS 2.01 DOCUMENTATION

A. Type of Document: 1. Commissioning Plan 2. Prefunctional Checklist 3. Functional Test Procedure 4. Functional Test Report 5. Commissioning Report

PART 3 EXECUTION 3.01 COMMISSIONING PLAN

A. Prepare and maintain the Commissioning Plan, covering commissioning schedule, Prefunctional Checklist and Functional Test procedures, coordination requirements, and forms to be used, for all parties in the commissioning process. 1. Call and chair meetings of the Commissioning Team when appropriate. 2. Give Contractor sufficient notice for scheduling commissioning activities. 3. Develop a comprehensive start-up and initial systems checkout plan with

cooperation of Contractor and subcontractors. 4. The PECI Model Commissioning Plan may be used as a guide for the

Commissioning Plan. 5. ASHRAE Guideline 1 may be used as a guide for the Commissioning Plan. 6. Avoid replication of information included in the construction contract

documents to the greatest extent possible.

B. Basis of Design Documentation: Detailed documentation of the functional requirements of the project; descriptions of the systems, components, and methods chosen to meet the design intent; assumptions underlying the design intent. 1. Prepared By: Consultant. 2. Copy to be furnished to Commissioning Authority for use in preparation of

the commissioning plan.

C. Review the construction contract documents for Contractor submittals of draft checklists, draft test procedures, manufacturer startup procedures, and other



information intended for the use of the Commissioning Authority in preparing the Commissioning Plan.

D. Commissioning Schedule:

1. Coordinate with Contractor anticipated dates of startup of each item of equipment and system.

2. Contractor's scheduling responsibilities are specified in the construction contract documents.

3. Revise and re-issue schedule monthly. 4. Prefunctional Checklists and Functional Tests are to be performed in

sequence from components, to subsystems, to systems. 5. Deliver relevant Prefunctional Checklists and Functional Test Procedures to

Contractor in time to avoid delay.

E. Commissioning Team: Project manager or other designated person of: 1. City's building or plant operation staff. 2. Commissioning Authority. 3. Design professional's design team. 4. General Contractor. 5. HVAC subcontractor. 6. HVAC control system subcontractor. 7. HVAC testing, adjusting, and balancing (TAB) subcontractor. 8. Electrical subcontractor. 9. Plumbing subcontractor.

3.02 CONSTRUCTION CONTRACT DOCUMENTS

A. General Commissioning Specifications: Consultant will prepare general commissioning specifications for inclusion in the construction contract documents; review and submit comments to Project Manager. 1. These specifications include:

a. Procedures applicable to all types of items to be commissioned. 2. Prepare specifications for any of the following that would be recommended,

for incorporation into the construction contract documents by Consultant: a. Additional Contractor submittals needed for purposes of commissioning,

such as startup procedures, draft test procedures, draft training plans, etc.

b. Additional City personnel training. c. Additional operation or maintenance data that should be submitted.

B. Prefunctional Checklists: Develop detailed Checklists for each item to be

commissioned. 1. List of Checklists to be Developed: Prepare and maintain a detailed list of

titles, not full text. 2. The Checklist forms are intended to be part of the Contractor's Contract

Documents.

C. Functional Testing: Develop detailed procedures for each item to be commissioned; submit for review by Project Manager and Consultant.



1. List of Test Procedures to be Developed: Prepare and maintain a detailed list of titles, not full text.

2. The forms the Commissioning Authority will use to report Functional Test results are not intended to be part of Contractor's Contract Documents, but the Functional Test Procedures that must be executed by the Contractor must be made part of the Contract Documents, by modification if necessary.

D. Develop any other reporting forms Contractor will be required to use; if they are

likely to require a substantially different amount of work than the Contractor can reasonably anticipate, they must be included in the construction contract documents.

E. If any part of the documents described above have not been developed by the bid date, coordinate with Consultant the issuance of modifications to the construction contract documents

3.03 PREFUNCTIONAL CHECKLISTS

A. Prefunctional Checklists - Content: Prepare forms for Contractor's use, in sufficient detail to document that the work has been installed in accordance with the Contract Documents and the manufacturer’s recommendations and instructions, and that it receives adequate operational checkout prior to startup. 1. Prepare separate Checklists for each type of equipment, system, or other

assembly, customized to the item. 2. Identify each Checklist by using the contract documents identification

number or name, if any; if none, create unique identifiers for each Checklist; do not rely on Contractor to number checklists.

3. Multiple identical or near-identical items may appear on a single Checklist provided there is space to record all required data for each separately; label each set of data uniquely.

4. Include space to record manufacturer name, model number, serial number, capacity and other relevant characteristics, and accessories and other features as applicable; include space to record "as specified", "as submitted", and "as installed" data.

5. Include space to record whether or not the required submittals have been received; list each separate type of submittal.

6. Include line items for each physical inspection to be performed. 7. Include line items for each operational inspection to be performed, such as

checking switch operation, fan rotation, valve and damper stroke, and measuring actual electrical loads.

8. Include separate section for sensors and actuators, with space for documenting actual physical location and calibration measurements; provide a separate generic calibration checklist identified wherever referenced.

9. Include spaces to record that related Checklists for related work upon which this work depends have been completed.

B. Prefunctional Checklists - Format:

1. Provide a cover sheet showing name of equipment item or system, documentation identification number (see Documentation Identification Scheme), names of accessory components involved, and identification of related checklists.



2. Include on cover sheet space for Contractor's use in attesting to completeness; provide spaces for the signatures of the general contractor and each subcontractor or other entity responsible, customized to the project and the type of item.

3. Include on the cover sheet, above the signature block, the following statement: "The work referenced in this Checklist and other work integral to or dependent on this work is complete and ready for functional testing. The checklist items are complete and have been checked off only by parties having direct knowledge of the event." Include two checkboxes: a. "This Checklist is submitted for approval with no exceptions." b. "This Checklist is submitted for approval, subject to the attached list of

outstanding items, none of which preclude the performance of safe and reliable functional tests. A statement of completion will be submitted upon completion of the outstanding items."

4. Use a consistent, tabular format for all Checklists, with one line per checklist activity.

5. For each line item, provide space for initials and date, and identification of the subcontractor or other entity responsible.

3.04 FUNCTIONAL TEST PROCEDURES

A. Develop test procedures in sufficient detail to show that functional performance is in accordance with the Contract Documents and shows proper operation through all modes of operation where there is a different system response, including seasonal, unoccupied, warm-up, cool-down, part- and full-load. 1. Obtain assistance and review by installing subcontractors. 2. Itemize each test sequence in step-by-step order, with acceptance criteria

for each step and for the test as a whole. 3. Include test setup instructions, description of tools and apparatus, special

cautions, and. 4. Avoid procedures that would void or otherwise limit warranties; review with

Contractor prior to execution. 5. For HVAC systems, procedures may include energy management control

system trending, stand-alone datalogger monitoring or manual functional testing.

6. Obtain explicit approval of Contractor in regard to feasibility and safety prior to execution.

B. Functional Test Report Forms: Prepare forms in advance of testing, using a consistent format; include all test procedure information given to Contractor and: 1. Report Identifier (see Documentation Identification Scheme). 2. Test prerequisites. 3. Formulas to be used in calculations. 4. Yes/No check boxes for each step of test. 5. Space to record results, document deficiencies, and make

recommendations. 6. Signature and date block for Commissioning Authority.

C. Functional Test Prerequisites: Include space to verify all of the following items on each Functional Test Report Form, unless truly inapplicable:



1. All related equipment has been started up and start-up reports and Prefunctional Checklists submitted and approved ready for Functional Testing. a. For hydronic systems, check that:

(1) Piping system flushing is complete and required report approved. (2) Water treatment system is complete and operational. (3) Test and balance (TAB) is complete and approved.

2. All control system functions for this and all interlocking systems are programmed and operable in accordance with the Contract Documents, including final set points and schedules with debugging, loop tuning and sensor calibrations completed, with space for signature of controls installer.

3. Incomplete items identified by Consultant during closeout inspections have been corrected or completed.

4. Safeties and operating ranges have been reviewed. 5. A copy of the specified sequence of operation is attached. 6. A copy of applicable schedules and setpoints is attached. 7. A copy of the specified Functional Test Procedures is attached. 8. The Functional Test Procedures have been reviewed and approved by the

applicable installer. 9. Vibration control report approved (if required). 10. False loading equipment, system and procedures ready. 11. Sufficient clearance around equipment for servicing. 12. Original values of pre-test setpoints that need to be changed to

accommodate testing have been recorded, with a check box provided to verify return to original values (include control parameters, limits, delays, lockouts, schedules, etc.).

13. Any other items on the Prefunctional Checklist or Start-up Reports that need to be re-verified.

3.05 CONSTRUCTION PHASE

A. Coordinate the commissioning work with Contractor, ensure that commissioning activities are being incorporated into the master schedule.

B. Perform site visits, as necessary, to observe component and system installations.

Attend planning and job-site meetings to obtain information on construction progress. Review Contractor's meeting minutes for issues relating to the commissioning process. Assist in resolving discrepancies.

C. Commissioning Kick-Off Meeting: Plan and conduct a meeting early in the

construction phase to review commissioning activities and responsibilities with all parties involved. Require attendance by all members of the Commissioning Team.

D. Conduct periodic meetings as necessary to coordinate, resolve planning issues,

and aid in resolution of deficiencies, minimizing the time spent by Contractor and City personnel; hold meetings at least monthly.

E. Submit periodic progress reports to Project Manager and Contractor.



F. Review Contractor shop drawing submittals applicable to systems being commissioned for compliance with commissioning needs; verify that City's responsibilities are clearly defined in warranties.

G. Review and approve submittals directly related to commissioning. H. Deliver Prefunctional Checklists and Functional Test procedures to Contractor. I. Verify satisfactory completion of Prefunctional Checklists by Contractor by

reviewing checklists and by site observation and spot checking; provide formal approval when satisfactory.

J. Verify startup of all systems by reviewing start-up reports and by site observation;

provide formal approval when satisfactory. K. Coordinate, witness and approve Functional Tests performed by Contractor.

Coordinate retesting until satisfactory performance is achieved.

L. HVAC Commissioning: 1. Gather and review the control sequences and interlocks and work with

Contractor and design engineers until sufficient clarity has been obtained, in writing, to be able to prepare detailed Functional Test procedures.

2. Witness all or part of HVAC piping test and flushing procedures, sufficient to be confident that proper procedures were followed; document testing and include documentation in O&M manuals.

3. Witness all or part of duct testing and cleaning procedures, sufficient to be confident that proper procedures were followed; document testing and include documentation in O&M manuals.

4. Review TAB Plan prepared by Contractor. 5. Before TAB is executed, witness sufficient Functional Testing of the control

system to approve it to be used for TAB. 6. Verify air and water systems balancing by spot testing, by reviewing

completed reports, and by site observation; provide formal approval when satisfactory.

7. Analyze trend logs and monitoring data to verify performance.

M. Witness and document testing of systems and components over which the Commissioning Authority does not have direct control, such as smoke control systems, tests contracted directly by Project Manager, and tests by manufacturer’s personnel; include documentation in O&M manuals.

N. Perform Functional Testing for systems and equipment so specified, without

assistance of Contractor.

O. Maintain a master deficiency and resolution log and a separate testing record. Provide written progress and test reports with recommended actions.

P. Notify Contractor and Project Manager of deficiencies in procedures or results;

suggest solutions.



3.06 CLOSEOUT

A. Final Commissioning Report: Include: 1. Executive summary. 2. List of participants and roles. 3. Brief facility description. 4. Overview of commissioning scope and general description of testing and

verification methods. 5. For each item commissioned, an evaluation of adequacy of:

a. The product itself; i.e. compliance with the contract documents. b. Installation. c. Functional performance; include a brief description of the verification

method used and observations and conclusions from the testing. 6. List of all outstanding non-compliance items, referenced to the specific

functional test, inspection, trend log, etc., where the deficiency is documented.

7. List of unresolved issues, seasonal or deferred testing, and other concerns that could affect facility operation.

8. Attach appendices containing all commissioning documentation, including logs, minutes, reports, deficiency lists, communications, findings, etc.

END OF SECTION