Attachment_2_Div_01 _08 _09 _10 _21 _22 23 _26.pdf

RENV/Renovate restroom L11, L12, B 2000 KELL150019

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 35 13.20 00 01 35 26 01 35 35 01 42 00 01 45 00.00 20 01 50 00 01 72 00.00 44 01 77 00.00 20 01 78 00 01 78 23 01 78 36.00

SPECIAL PROJECT PROCEDURES- CAD

GOVERNMENTAL SAFETY REQUIREMENTS

ENVIRONMENTAL PROTECTION

SOURCES FOR REFERENCE PUBLICATIONS

CONTRACTOR QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

ALTERATIONS TO EXISTING FACILITIES

CONTRACT CLOSEOUT

CLOSEOUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

WARRANTY OF CONSTRUCTION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

DIVISION 08 - OPENINGS

08 11 13 STEEL FRAMES

08 14 00 WOOD DOORS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 35 13.20 00

SPECIAL PROJECT PROCEDURES- CAD

11/15

PART 1 GENERAL

1.1 PURPOSE

The purpose of the A/E/C CAD standard is to set a basic CAD standard to ensure consistent electronic deliverables within the DOD. These consistent deliverables are part of a comprehensive installation life-cycle management strategy. The A/E/C CAD standard sets a CAD standard specifically for the A/E/C disciplines of facilities development and civil works projects. The A/E/C CAD standard is utilized as tailored by this section.

1.2 SUBMITTALS

1.2.1 DELIVERABLE FORMAT AND MEDIA FINAL and all INTERIM CAD submittals

1.2.1.1 CAD File Format

All CAD files shall be provided in the Joint Base San Antonio target CAD system, AutoCAD 2010/2011 drawing format (.dwg). The Contractor shall ensure that all delivered CAD digital files and data (e.g., base files, reference files, block libraries) are compatible with the Government's target CAD systems and operating systems, and adhere to the standards and requirements specified herein.

NOTE: The term "compatible" means that data are in native digital format (i.e. .dwg , .pdf, .docx, .xlsx, etc.) and can b e ac ces sed dir ectly by the ta rget CAD sy stem without t r anslatio n, p roxy er rors, pre processin g, or p ost pro cess ing of the digi tal data f iles. It is the responsib ili ty o f the Con tra ctor to en sure this level of compatibility.

1.2.1.2 CAD File Line Work

All CAD files shall contain the original vector line work (a scanned file placed in the cad file as an image is not sufficient). Any work done in a non- target CAD system must be translated by the Contractor to the target CAD System, and must be done in such a way that drawing functionality is maintained. For example the separation of the arrowhead from a leader line or dimension line is considered loss of functionality. All translation tables, mapping schemes, and original files (i.e. *.dwg files), and mapping tables, must be provided.

1.2.1.3 Drawing Sheets

All project drawing sheets shall be submitted to the government with a matching CAD sheet file from which respective sheet was created from and a corresponding .pdf format file w ith ma t c h in g file naming convention (i.e. if files A-101.dwg and C-101.dwg are submitted, files A- 101.pdf and C-101.pdf will need to be present within the submission).

SECTION 01 35 13.20 00 Page 1

1.2.1.4 Media

All files shall be submitted on a DVD or CD, using the current government folder structure; Sheet files shall go in a sub-directory named "Sheets", Model files (those referenced into the sheets) shall go in a sub-directory named "Support", and PDF files shall be placed in a sub-directory named

"PDF."

1.2.1.5 Metadata/Supporing Files

Include metadata, control points, topographic, planimetric, and any additional supporting data.

Include other native formats if used - (i.e. MS Word, Excel, Access, Microstation, etc.). Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for current versions required.

1.3 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

SECTION 01 35 13.20 00 Page 2

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CAD FILES:

3.1.1 Sheet Files

Page numbers refer to the A/E/C CAD Standard Release 5.0 unless stated otherwise

The Contractor shall provide complete sheet files along with all model files referenced into these sheet files. For example, if a final design consists of 40 hardcopy sheets, then a minimum of 40 CAD sheet files and all external reference files (model CAD files, image files, etc.) used for the 40 sheets shall be provided. There shall be no deviation from A/E/C CAD Standards Release 5.0, CAD drafting Standard, and this specification unless prior approval by 502 CES/CENMT has been officially obtained.

3.1.2 Associated Files

The Contractor shall provide all associated files used in the production of drawings (i.e. plot styles, line types, external references, ect.) and be fully functional to reproduce submitted drawings. The preferred method of transmitting CAD files is to use the AutoCAD "eTransmit" command onto a disk that is clearly marked with Project Name, Project Number, Type of Submission and date, as a minimum.

3.1.3 General instruction for drafting & plotting

3.1.3.1 CAD Standard

Drafting shall be done in accordance with A/E/C CAD Standard Release 5.0 and CAD Drafting Standard. Plotting shall be done at a scale of 1:1 and utilizing the aecstdbandw named style table (aecstdbandw.stb). The Contractor shall not alter the assignments of the aecstdbandw.stb file;

Joint Base San Antonio will supply generic templates and the border sheet for use upon request by email to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil.

3.1.3.2 Use of the available upon request templates and Sheet Set Manager (SSM) is preferred.

3.1.3.3 All drawings shall be in Imperial Units (inches and feet).

a. "Decimal and feet" units are only used for site plans.

b. All other drawings shall utilize "architectural and inches" units.

3.1.3.4 LOGOS

If the drawing is to be sealed, replace the 502 CES Logo in the top position of the title bar with the Seal. The Contractor may then place a Logo under the JBSA Logo located approximately half way up the title bar.

If the drawing is not sealed, the Contractor may replace the 502 CES logo with the prime Contractor logo and place any subs below the JBSA Logo. In any case DO NOT ERASE the JBSA Logo.

SECTION 01 35 13.20 00 Page 3

3.1.4 Drawing File Organization

3.1.4.1 Origin Points

Chapter 2, page 6, Origin - 0,0,0 shall be used as the common origin point for all drawings - model, sheet, symbol, etc. unless otherwise approved. In the rare instance a different origin point is approved for a model file, a minimum of 3 registration points shall be incorporated into the file with reference to true state plane coordinate system (See Section 01 35 13.30 00 Special Project Procedures - GIS for coordinate system).

3.1.4.2 Chapter 2, page 7-8, File Types & Drawing Sheet Assembly

a. All drawing graphics (lines, arcs, polygons, etc.) shall be in the model space (Model tab) of the model file.

b. All model files must be drawn at full scale (1:1).

c. All sheet files shall be a "ready-to-plot" CAD file.

d. The title block shall be externally referenced in the Layout tab (Paper Space) of each sheet file. All other drawings shall be externally referenced in the Model Tab of the sheet file.

3.1.4.3 Naming Convention

Chapter 2, page 9-23, Electronic Drawing File Naming Conventions (Four mandatory fields):

a. Both model and sheet file naming convention shall begin using the same 10 to 12 character project code assigned by 502 CES. Project codes can be obtained by request to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil.

b. A two character discipline designator shall follow the project code for both model and sheet files (The sheet file requires a level 2 designator).

c. The last two mandatory fields for model file names shall consist of a two character 'model file type' and a four character 'user definable code' (See page 10).

d. The last two mandatory codes consisting of three digits for sheet file names shall consist of a one digit 'sheet type designator' and a two digit 'sheet sequence number' (See page 22).

e. Sheet file names shall contain no user definable characters.

3.1.4.4 Chapter 3, page 25-28, Presentation Graphics.

3.1.4.4.1 CAD File Templates

The template CAD files available upon request from the government utilize a named style pentable (drawing pstyles variable set to 0), meaning that line width and shading is NOT controlled by color.

SECTION 01 35 13.20 00 Page 4

a. The presentation graphics (line widths, line types, etc) set in these CAD files must be modified to produce the desired readability of the final printed product. In general, drawings will be created using visual control that is manipulated by the layer; meaning color='bylayer', line weight='bylayer', line type='bylayer'.

b. In almost all cases, if these setting do not work, the items should be on separate layers.

3.1.4.5 Chapter 3, page 26, Line types/styles

The use of any line types/styles not in the templates available upon request must be approved by 502 CES.

3.1.4.6 Chapter 3, page 27/28, Plotting

Only the pentable(s) available upon request by 502 CES shall be used. (The named plot style - aecbandw.stb (required) is designed to be used with drawings requiring a named plot style. It has several settings - Black, Screen_40, Screen_50, Screen_60, Color, and Screen_50color, invisible).

3.1.4.7 Chapter 3, page 28-30, Text:

All projects shall use Arial font. Upon approval: special fonts; slanted text; and text styles may be used for business titles and logos in border sheets. If approved the font definition file must be supplied with the electronic files.

3.1.4.8 Chapter 3, page 28-30, Text Height:

Varying size of text for like items shall be avoided. Applications are:

a. 1/2" - 1" for COVER TITLE type text.

b. 1/4" for Sheet Title text, i.e., FLOOR PLAN.

c. 3/16" for Sheet Item Titles typ. text, i.e., LEGEND, GENERAL NOTES, CURB DETAIL.

d. 1/8" for all new or demo work.

e. 3/32" for supportive text (i.e. contours, existing features).

3.1.4.9 Chapter 3, page 30, General Text Placement:

General, project wide, non-sheet specific text may be placed in the model file, but shall only be placed at predominate text height and not duplicated at varying scales (i.e. room numbers, street names, coordinates, topographic points, etc. may be placed in the model file; all other text shall be placed in specific sheets).

All text (with the exception of text noted above) shall be placed in the Layout tab (Paper Space) of the Sheet file for which it pertains.

SECTION 01 35 13.20 00 Page 5

3.1.4.10 Chapter 3, page 31-32, Border Sheets

3.1.4.10.1 Border Files

Only those border files available upon request by 502 CES shall be used.

Ansi D (22x34) shall be used to facilitate direct 50% reduction to 11x17.

The actual file adds an additional 2" (making it 22x36) which can be used for binding paper prints.

3.1.4.10.2 Border File Request

The border file available upon request from 502 CES is intended to be used with AutoCAD Sheet Set Manager (SSM), in which sheet text information is controlled through the SSM via the use of fields.

a. The Sheet Set definition is supplied with the template and shall not be modified. Modified meaning creation of additional field, etc, and does not apply to the required input of data.

3.1.4.10.3 Use of SSM Files

A border that is intended to be used without utilizing the SSM will not be supplied. If the Contractor desires to not use the SSM, the Contractor will be required to modify the supplied templates for use with attributed blocks. Modification shall be approved via direct coordination with 502 CES prior to its use.

3.1.4.10.4 Border Sheets

All border sheets must contain the information "Joint Base San Antonio, TX".

3.1.4.11 Chapter 3, page 32, Issue Block.

3.1.4.11.1 Revisions During Construction

During Design, the revision number shall be represented with a "Circle & Number" and a description that provides a general statement of the revision.

3.1.4.11.2 Documents Released for Construction

Upon 100% Design and released for construction, all revision marks are erased and a single entry made; mark "1" in a "Circle" and note as

"RELEASED FOR CONSTRUCTION."

3.1.4.11.3 Modifications During Construction

During construction, as modifications or differing conditions are found/made, the changes are reflected with a "Triangle & Number" and the description provides a general statement of the revision. The area of change is clouded and marked with a corresponding "Triangle & Number".

3.1.4.11.4 Record Drawings

At end of construction and completion of As-Built, all triangle marks and clouds are removed and replaced with a single statement above the "RELEASED FOR CONSTRUCTION" remark that reads "RECORD DRAWING AS-BUILT".

SECTION 01 35 13.20 00 Page 6

3.1.4.11.5 Sheet Corrections

If a sheet is altered to the degree that it must be re-issued, the new sheet shall contain the number “1” in a “Circle” with the “RELEASED FOR CONSTRUCTION” and original date mark with the next immediate mark being a number “1” with a “Triangle” and the remark “SHEET REISSUED” or “SHEET REPLACED BY” and include the new sheet number.

3.1.4.11.6 Noted Changes

All marks denoting a change shall include a modification, RFI, or change order number in the description.

3.1.4.12 Chapter 4, Page 44-53, Level/Layer Assignments

3.1.4.12.1 Layes

Only the layers defined in Appendix A shall be used.

a. The layer attributes for color, line type, line weight, and plot style must be modified to produce visually acceptable final prints.

b. ISO format layer names shall NOT be used unless directly coordinated through 502 CES.

3.1.4.13 Chapter 4, page 50, Reference Files

a. All reference files shall be on reference layers, i.e. X-XXXX-REFR.

b. All reference files shall be associated as a separate OVERLAY, meaning NO nested references.

c. All reference files shall be associated using a RELATIVE PATH.

d. All reference names shall match the reference file name in its entirety; ALIAS NAMES shall NOT be used.

e. All reference files shall be made in the Model Tab of the sheet drawing file, with the exception of the border sheet drawing. The Border sheet drawing shall be referenced in the Layout Tab (Paper Space) of the sheet drawing file. Border sheet drawing shall NOT be referenced in the Model Tab of a sheet drawing file.

f. All reference files shall be drawn at a scale of 1:1 (real size).

Manipulation of the viewport in the Layout Tab (Paper Space) of the drawing sheet file shall be made to obtain the appropriate viewing/printing scale.

g. Changes to the drawing graphics shall be made to the external reference(s) (any changes made to the reference(s) will be automatically updated in the sheet file).

3.1.4.14 Chapter 5, Symbology.

3.1.4.14.1 A/E/C CAD Standard

The A/E/C CAD standard, while supplying many symbols, does not meet current

SECTION 01 35 13.20 00 Page 7 industry needs nor does it address the fundamental construction of block entities. The following guidelines shall be used in the creation of new blocks:

a. The Contractor shall fully document any custom made/used blocks in the files (meaning any block used that is not supplied by Joint Base San Antonio). Documentation shall include block name, description, and summary of use - i.e. how is it used and controlled. This documentation must be supplied with any and/or all drawing submittals as a "READ ME" file.

b. All symbol blocks shall be made with all entities on layer 0; color, line type, and line weight shall be set to BYLAYER. Line type scale for all entities will be set to 1.

c. Attributes shall follow the same guidelines as text, but shall also be placed on layer zero. In some cases, it makes sense to have an attribute on a named layer - i.e., a survey control monument may have text on a monumentation text layer so that it's id may be turned off without effecting the block visibility. If this situation is used, the Contractor shall fully document the elements of a block that are not constructed on layer 0 and have this documentation of the block APPROVED prior to use.

d. Block Symbols must be constructed with the insertion point set to 0,0,0. (the base point of all drawings shall be 0,0). Example, if the symbol is a manhole, the insertion point would be the center of the manhole, which would be at 0,0,0.

e. Block names shall follow layer naming conventions- i.e. a surveyed Sanitary Sewer manhole would be V-SSWR-MNHL.

3.2 Email

Contact by email: usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil. for any question or concerns in regards to A/E/C CAD Standard, CAD Drafting Standard, and/or this document.

-- End of Section --

SECTION 01 35 13.20 00 Page 8

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASSE/SAFE Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSE/SAFE Z359.12 (2009) Connecting Components for Personal Fall Arrest Systems

ASSE/SAFE Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

ASSE/SAFE Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSE/SAFE Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSE/SAFE Z359.2 (2007) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSE/SAFE Z359.3 (2007) Safety Requirements for Positioning and Travel Restraint Systems

ASSE/SAFE Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

ASSE/SAFE Z359.6 (2009) Specifications and Design Requirements for Active Fall Protection Systems

ASSE/SAFE Z359.7 (2011) Qualification and Verification

SECTION 01 35 26 Page 1

Testing of Fall Protection Products

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2003) Guide for Protective Grounding of Power Lines

IEEE C2 (2012; Errata 2012; INT 1-4 2012; INT 5-7 2013; INT 8-10 2014; INT 11 2015) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

NFPA 70E (2015; ERTA 1 2015) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for

SECTION 01 35 26 Page 2

Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with

SECTION 01 35 26 Page 3

ASSE/SAFE Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.6 Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented and include experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented, minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

1.2.7 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.8 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.9 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.10 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.11 Medical Treatment

Medical Treatment is treatment administered by a physician or by registered

SECTION 01 35 26 Page 4 professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

1.2.12 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.13 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

1.2.14 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.2.15 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ASSE/SAFE Z359.0, with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

1.2.16 Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

b. Days away from work (any time lost after day of injury/illness onset);

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above.

SECTION 01 35 26 Page 5

1.2.17 USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

1.2.18 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;

two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, or roll over). Document any mishap that meets the criteria described in the Contractor Significant Incident Report (CSIR).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 DATA

Accident Prevention Plan (APP); G

SD-08 Reports

Notifications and Reports

Accident Reports; G

SD-09 Certificates

Activity Hazard Analysis (AHA)

Confined Space Entry Permit

Hot Work Permit

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1, and the following federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent

SECTION 01 35 26 Page 6 requirements govern.

1.5 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs.

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

1.5.1.2 Contractor Quality Control (QC) Manager:

The Contractor Quality Control Manager cannot be the SSHO on this project, even though the QC has safety inspection responsibilities as part of the QC duties.

1.5.1.3 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1, Appendix Q and herein. Competent Persons for high risk activities include confined space, cranes and rigging, excavation/trenching, fall protection, and electrical work. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (i.e. competent person, fall protection).

The Competent Person identified in the Contractor's Safety and Health Program and accepted Accident Prevention Plan, must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the the Contracting Officer for information in consultation with the Safety Office.

1.5.1.3.1 Competent Person for Confined Space Entry

Provide a Confined Space (CP) Competent Person who meets the requirements of EM 385-1-1, Appendix Q, and herein. The CP for Confined Space Entry must supervise the entry into each confined space.

1.5.1.3.2 Competent Person for Scaffolding

Provide a Competent Person for Scaffolding who meets the requirements of

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EM 385-1-1, Section 22.B.02 and herein.

1.5.1.3.3 Competent Person for Fall Protection

Provide a Competent Person for Fall Protection who meets the requirements of EM 385-1-1, Section 21.C.04 and herein.

1.5.1.4 Qualified Trainer Requirements

Individuals qualified to instruct the 40 hour contract safety awareness course, or portions thereof, must meet the definition of a Competent Person Trainer, and, at a minimum, possess a working knowledge of the following subject areas: EM 385-1-1, Electrical Standards,Lockout/Tagout, Fall Protection, Confined Space Entry for Construction; Excavation, Trenching and Soil Mechanics, and Scaffolds in accordance with 29 CFR 1926.450, Subpart L.

Instructors are required to:

a. Prepare class presentations that cover construction-related safety requirements.

b. Ensure that all attendees attend all sessions by using a class roster signed daily by each attendee. Maintain copies of the roster for at least five (5) years. This is a certification class and must be attended 100 percent. In cases of emergency where an attendee cannot make it to a session, the attendee can make it up in another class session for the same subject.

c. Update training course materials whenever an update of the EM 385-1-1 becomes available.

d. Provide a written exam of at least 50 questions. Students are required to answer 80 percent correctly to pass.

e. Request, review and incorporate student feedback into a continuous course improvement program.

1.5.2 Personnel Duties

1.5.2.1 Duties of the Site Safety and Health Officer (SSHO)

The SSHO must:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily production report.

b. Conduct mishap investigations and complete required accident reports.

Report mishaps and near misses.

c. Use OSHA's Form 300 to log work-related injuries and illnesses occurring on the project site for Prime Contractors and subcontractors. Post and maintain the Form 300 on the site Safety Bulletin Board.

d. Maintain applicable safety reference material on the job site.

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e. Attend the pre-construction conference, pre-work meetings including preparatory meetings, and periodic in-progress meetings.

f. Review the APP and AHAs for compliance with EM 385-1-1, and approve, sign, implement and enforce them.

g. Establish a Safety and Occupational Health (SOH) Deficiency Tracking System that lists and monitors outstanding deficiencies until resolution.

h. Ensure subcontractor compliance with safety and health requirements.

i. Maintain a list of hazardous chemicals on site and their material Safety Data Sheets (SDS).

j. Maintain a weekly list of high hazard activities involving energy, equipment, excavation, entry into confined space, and elevation, and be prepared to discuss details during QC Meetings.

k. Provide and keep a record of site safety orientation and indoctrination for Contractor employees, subcontractor employees, and site visitors.

Superintendent, QC Manager, and SSHO are subject to dismissal if the above duties are not being effectively carried out. If Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to begin work until an APP is established that is acceptable to the Contracting Officer.

d. The functions of a Preconstruction conference may take place at the Post-Award Kickoff meeting for Design Build Contracts.

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1.5.3.2 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors on the project location. The SSHO, supervisors, foremen, or CDSOs must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance.

1.6 ACCIDENT PREVENTION PLAN (APP)

A qualified person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1, Appendix A, and as supplemented herein. Cover all paragraph and subparagraph elements in EM 385-1-1, Appendix A. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, the on-site superintendent, the designated SSHO, the Contractor Quality Control Manager, and any designated Certified Safety Professional (CSP) or Certified Health Physicist (CIH). The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit the APP to the Contracting Officer 15 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract.

Disregarding the provisions of this contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager.

Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure ( i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard.

Notify the Contracting Officer within 24 hours of discovery. Eliminate and

SECTION 01 35 26 Page 10 remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34), and the environment.

1.6.1 Names and Qualifications

Provide plans in accordance with the requirements outlined in Appendix A of EM 385-1-1, including the following:

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. Qualifications of competent and of qualified persons. As a minimum, designate and submit qualifications of competent persons for each of the following major areas: excavation; scaffolding; fall protection;

hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; and personal protective equipment and clothing to include selection, use and maintenance.

1.6.2 Plans

Provide plans in the APP in accordance with the requirements outlined in Appendix A of EM 385-1-1, including the following:

1.6.2.1 Confined Space Entry Plan

Develop a confined or enclosed space entry plan in accordance with EM 385-1-1, applicable OSHA standards 29 CFR 1910, 29 CFR 1915, and 29 CFR 1926, OSHA Directive CPL 2.100, and any other federal, state and local regulatory requirements identified in this contract. Identify the qualified person's name and qualifications, training, and experience.

Delineate the qualified person's authority to direct work stoppage in the event of hazardous conditions. Include procedure for rescue by contractor personnel and the coordination with emergency responders. (If there is no confined space work, include a statement that no confined space work exists and none will be created.)

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. AHAs must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHAs must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. Format the AHA in accordance with EM 385-1-1, Section 1 or as directed by the Contracting Officer. Submit the AHA for review at least 15 working days prior to the start of each activity task, or DFOW.

The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.

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AHAs must identify competent persons required for phases involving high risk activities, including confined entry, crane and rigging, excavations, trenching, electrical work, fall protection, and scaffolding.

1.7.1 AHA Management

Review the AHA list periodically (at least monthly) at the Contractor supervisory safety meeting, and update as necessary when procedures, scheduling, or hazards change. Use the AHA during daily inspections by the SSHO to ensure the implementation and effectiveness of the required safety and health controls for that work activity.

1.7.2 AHA Signature Log

Each employee performing work as part of an activity, task or DFOW must review the AHA for that work and sign a signature log specifically maintained for that AHA prior to starting work on that activity. The SSHO must maintain a signature log on site for every AHA. Provide employees whose primary language is other than English, with an interpreter to ensure a clear understanding of the AHA and its contents.

1.8 DISPLAY OF SAFETY INFORMATION

1.8.1 Safety Bulletin Board

Within one calendar day(s) after commencement of work, erect a safety bulletin board at the job site. Where size, duration, or logistics of project do not facilitate a bulletin board, an alternative method, acceptable to the Contracting Officer, that is accessible and includes all mandatory information for employee and visitor review, may be deemed as meeting the requirement for a bulletin board. Include and maintain information on safety bulletin board as required by EM 385-1-1, Section 01.A.06. Additional items required to be posted include:

a. Confined space entry permit.

b. Hot work permit.

1.8.2 Safety and Occupational Health (SOH) Deficiency Tracking System

Establish a SOH deficiency tracking system that lists and monitors the status of SOH deficiencies in chronological order. Use the tracking system to evaluate the effectiveness of the APP. A monthly evaluation of the data must be discussed in the QC or SOH meeting with everyone on the project.

The list must be posted on the project bulletin board and updated daily, and provide the following information:

a. Date deficiency identified;

b. Description of deficiency;

c. Name of person responsible for correcting deficiency;

d. Projected resolution date;

e. Date actually resolved.

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1.9 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in paragraph REFERENCES. Maintain applicable equipment manufacturer's manuals.

1.10 EMERGENCY MEDICAL TREATMENT

Contractors must arrange for their own emergency medical treatment.

Government has no responsibility to provide emergency medical treatment.

1.11 NOTIFICATIONS and REPORTS

1.11.1 Mishap Notification

Notify the Contracting Officer as soon as practical, but no more than twenty-four hours, after any mishaps, including recordable accidents, incidents, and near misses, as defined in EM 385-1-1 Appendix Q, any report of injury, illness, load handling equipment (LHE) or rigging mishaps, or any property damage. The Contractor is responsible for obtaining appropriate medical and emergency assistance and for notifying fire, law enforcement, and regulatory agencies.