Attachment_2_-_Division_01.pdf

RENV-Modify HVAC Sys to Increase Room Ventilation, B3260 JBSF140047

SPECIFICATIONS TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 32 16.00 20 01 33 00 01 35 13.20 00 01 35 29 01 35 30 01 35 35 01 42 00 01 45 00.00 20 01 50 00 01 54 23.00 01 56 00.00 44 01 71 23.16 01 72 00.00 44 01 74 19.00 01 78 00 01 78 23 01 78 36.00 01 91 13.00 23

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

SUBMITTAL PROCEDURES

SPECIAL PROJECT PROCEDURES- CAD

OCCUPATIONAL SAFETY AND HEALTH

SAFETY, HEALTH AND EMERGENCY RESPONSE

ENVIRONMENTAL PROTECTION

SOURCES FOR REFERENCE PUBLICATIONS

CONTRACTOR QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

SCAFFOLDING TUBULAR STEEL

DUST CONTROL

CUTTING AND PATCHING

ALTERATIONS TO EXISTING FACILITIES

CONSTRUCTION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

WARRANTY OF CONSTRUCTION

GENERAL COMMISSIONING REQUIREMENTS

DIVISION 09 - FINISHES

09 57 13 GFRP CEILINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 23 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

-- End of Specifications Table of Contents --

TABLE OF CONTENTS Page 1

FA3016-16-R-0079 Attachment 2

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 1

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 2

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY NOT USED

1.2 REFERENCES NOT USED

1.3 SUBMITTALS

The submittals described below are those required and further described in other sections of the specifications. Other requirements pertaining to submittals are included in included in individual specification sections.

Submittals required by the CONTRACT CLAUSES and other non-technical parts of the contract are not included in this section.

SD-01 DATA

Submittals, which provide calculations, descriptions, or documentation regarding the work.

SD-04 Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-05 Instructions

Pre-printed material describing installation of a product, system or material, including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-06 Schedules

Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SD-07 Statements

A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-08 Reports

Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

SECTION 01 33 00 Page 1

SD-09 Certificates

Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of this contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-10 Samples

Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-11 Records

Documentation to record compliance with technical or administrative requirements.

SD-12 Operation and Maintenance Manuals

Data, which forms a part of an operation and maintenance manual.

PART 2 GENERAL

2.1 SUMMARY - NOT USED

2.2 REFERENCES - NOT USED

2.3 DEFINITIONS:

2.3.1 Submittal

A submittal is a package of project information, samples, drawings, schedules, certificates, etc., submitted to the Contracting Officer for Government review.

2.3.2 Deviation

A specific submittal where an item is identified as not agreeing with the contract requirements and the Contractor is requesting a substitution or change.

2.3.3 Approval/Disapproval

Specific judgments reserved to the Government concerning a submittal's compliance with the plans and specifications.

2.4 PURPOSE

Submittals are directed for the convenience of the Government in reviewing the Contractor's planned approach and compliance with the requirements of

SECTION 01 33 00 Page 2 the contract. It is also a mechanism whereby the Contractor may propose deviations, color choices, shop drawings, etc., at an early point in the contract where changes in approach will have less impact on the materials ordering process.

2.5 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

2.5.1 Government Approved (G)

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

2.5.2 Information Only (FIO)

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of

1.3 SUBMITTAL paragraph referred to above.

2.6 APPROVED SUBMITTALS

The approval of submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract, is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

2.7 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies as specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice shall be given promptly in writing to the Contracting Officer in accordance with the changes clause.

2.8 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 3 EXECUTION

3.1 GENERAL

Material submittals as required by Contract Clause 52.236-5, Material and Workmanship, and shop drawings as required by Contract Clause 52.236-21, Specifications and Drawings for Construction, are listed on the Submittal Regist4er, attached to this specification section. The Government may request submittals in addition to those listed when deemed necessary to

SECTION 01 33 00 Page 3 adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor and each respective AF Form 3000 shall be signed and dated by the contractor certifying that the accompanying submittal complies with the contract requirements. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals including parts list; certifications; warranties and other such required submittals.

3.2 SCHEDULING

Contractor shall submit Shop Drawings and Material Submittals within fourteen (14) calendar days after date of receipt of notice to proceed.

Each submittal shall be scheduled and coordinated with the Progress Schedule in order to obtain Government approval prior to the acquisition of the material or equipment covered by the submittal. Fourteen (14) calendar days, exclusive of any mailing time, shall be allowed for Government review of submittals or resubmittals.

3.3 SUBMITTAL PROCEDURES

All submittals shall be accomplished on and in accordance with instructions pertaining to AF Form 3000, Material Approval Submittal, except as otherwise directed herein. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care will be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

Forward all submittals directly to the Contracting Officer, 1655 Selfridge Ave, JBSA-Lackland, TX 78236.

Submittals shall be made in four (4) sets except as otherwise noted. One copy of each submittal will be returned to the Contractor.

3.4 DEVIATIONS

All requests for deviations shall be clearly identified by the Contractor on AF Form 3000. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.5 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval (GA), the appropriate blocks on the AF Form 3000 will be completed by the Government, including signature(s) and dates, indicating approval or disapproval of the submittal. One (1) copy of the submittal and AF Form 3000 will be returned to the Contractor.

SECTION 01 33 00 Page 4

3.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Government approval is not required on information only submittals. These submittals will be used for information purposes. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the Contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications and will not prevent the Government from requiring removal and replacement if nonconforming material is incorporated in the work. This does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or check testing by the Government in those instances where the technical specifications so prescribe.

3.7 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

CONTRACTOR

(Firm Name)

_____ Approved

_____ Approved with corrections as noted on submittal data and/or attached sheets(s).

SIGNATURE: __________________________________________________________

TITLE: ______________________________________________________________

DATE: _______________________________________________________________

SECTION 01 33 00 Page 5

SECTION 01 35 13.20 00

SPECIAL PROJECT PROCEDURES- CAD

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.

UNITED STATES ARMY CORPS OF ENGINEERS

Engineer Research and Development Center (ERDC) / Information Technology Laboratory (ITL)

ERDC/ITL TR-12-X: A/E/C CAD Standards Release 5.0, https://cadbim.usace.army.mil/CAD; Whole Building Design Guide, http://www.wbdg.org/ccb/AECCAD/aecstandardR5.pdf.

ERDC/ITL TR-12-1: CAD Drafting Standard, https://cadbim.usace.army.mil/CAD;

Whole Buildin g Design Guide, http://www.wbdg.org/ccb/AECCAD/aeccadstd.pdf.

JOINT BASE SAN ANTONIO (JBSA) PUBLICATIONS

JBSA Installation Design Guide July 2006, (http://www.samhouston.army.mil/dpw/) obtain pending updates by email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil

CITY OF SAN ANTONIO PUBLICATIONS

San Antonio Unified Development Code http://library.municode.com/index.aspx?clientId=14228&st Texas.

1.2 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.

SECTION 01 35 13.20 00 Page 1

1.3 SUBMITTALS

1.3.1 DELIVERABLE FORMAT AND MEDIA FINAL and all INTERIM CAD submittals

1.3.1.1 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.

1.3.1.2 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.

1.3.1.3 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).

1.3.1.4 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."

1.3.1.5 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.

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.

SECTION 01 35 13.20 00 Page 8

SECTION 01 35 29

OCCUPATIONAL SAFETY AND HEALTH

12/02

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 A10.32 (2012) Fall Protection

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

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

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

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

NFPA 306 (2014) Standard for Control of Gas Hazards on Vessels

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

SECTION 01 35 29 Page 1

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

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

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

submittals having a "FIO" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP);G

Asbestos Hazard Abatement Plan (for description see spec section 13280); G

Lead Hazard Control Plan (for description see spec section 13281);

G.

Activity Hazard Analysis (AHA); G

SD-06 Test Reports

Reports: Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."; G.

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph, "Notifications and Reports."

Accident Reports; G

SD-07 Certificates

Hot work permit

1.3 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, work performed shall comply with USACE EM 385-1-1, and the State of Texas laws, ordinances, criteria, rules and regulations. Submit matters

SECTION 01 35 29 Page 2 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 requirements shall apply.

1.4 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.4.1 Personnel Qualifications

1.4.1.1 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (QC) person can be the SSHO on this project. The SSHO shall meet the following requirements:

Level 2: A minimum of 3 years safety work on similar project. 30-hour OSHA construction safety class or equivalent within last 3 years.

1.4.2 Preconstruction Conference

Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, 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).

The Contractor shall 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's representative as to which phases will require an analysis. In addition, a schedule for the preparation, submittal, review, and acceptance of AHAs shall be established to preclude project delays.

Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance.

Work shall not begin until there is an accepted APP.

1.4.2.1 Safety Meetings

Shall be conducted and documented as required by EM 385-1-1. Minutes showing contract title, signatures of attendees and a list of topics discussed shall be attached to the Contractors' daily quality control report.

1.5 ACCIDENT PREVENTION PLAN (APP)

The Contractor shall use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, SECTION 01 35 29 Page 3

"Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. 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 shall be signed by the person and firm preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer. Submit the APP to the Contracting Officer 7 calendar days prior to the date of starting work. Work cannot proceed without an accepted APP. Once 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 will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSE A10.34,) and the environment.

Copies of the accepted plan will be maintained at the job site. The APP shall be continuously reviewed and amended, as necessary, throughout the life of the contract. Unusual or high-hazard activities not identified in the original APP shall be incorporated in the plan as they are discovered.

1.5.1 EM 385-1-1 Contents

In addition to the requirements outlined in Appendix A of USACE EM 385-1-1, the following is required:

1.5.1.1 Names and qualifications

Names and qualifications of competent and of qualified persons. As a minimum, competent persons shall be designated and qualifications submitted for each of the following major areas: scaffolding; fall protection;

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

1.5.2 Fall Protection and Prevention

Fall Protection and Prevention (FP&P) Plan: The plan shall be site specific and address all fall hazards in the work place and during different phases of construction. It shall address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 1.8 m (6 feet). A qualified person for fall protection shall prepare and sign the plan. The plan shall include fall protection and prevention systems, equipment and methods employed for every phase of work, SECTION 01 35 29 Page 4 responsibilities, assisted rescue, self-rescue and evacuation procedures, training requirements, and monitoring methods. Fall Protection and Prevention Plan shall be revised every six months for lengthy projects, reflecting any changes during the course of construction due to changes in personnel, equipment, systems or work habits. The accepted Fall Protection and Prevention Plan shall be kept and maintained at the job site for the duration of the project. The Fall Protection and Prevention Plan shall be included in the Accident Prevention Plan (APP).

1.5.3 Occupant Protection Plan

Provide a safety and health plan with respects to lead-based paint removal, asbestos abatement, demolition and new roof repairs or replacement.

1.6 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1. Submit the AHA for review at least 7 calendar days prior to the start of each phase of work. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. The AHA list will be reviewed periodically at least monthly at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change. The activity hazard analyses shall be developed using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime Contractor for submittal to the Contracting Officer.

1.7 REPORTS

1.7.1 Accident Reports

For recordable injuries and illnesses, and property damage accidents resulting in at least $2,000 in damages, the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete the USACE Accident Report Form 3394 and provide the report to the Contracting Officer within five (5) calendar days of the accident. The Contracting Officer will provide copies of any required or special forms.

1.7.2 Accident Notification

Notify the Contracting Officer as soon as practical, but not later than 24 hours after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any accident that causes major injury or death. Information shall include contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any;

extent of injury, if known, and brief description of accident (to include type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

1.8 HOT WORK

Prior to performing "Hot Work" (welding, cutting, etc.) or operating other

SECTION 01 35 29 Page 5 flame-producing/spark producing devices, a written permit shall be requested from the JBSA Fire Department. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. Ensure a copy of AF Form 592 is located on site. The Contractor will provide at least two (2)-twenty (20) pound 4A:20 BC rated extinguishers for normal "Hot Work". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "Hot Work" done at this activity. The Fire Watch shall be trained in accordance with NFPA 51B and remain on-site for a minimum of thirty (30) minutes after completion of the task or as specified on the hot work permit. When starting work in the facility, Contractors shall require their personnel to familiarize themselves with the location of the nearest fire alarm boxes and place in memory the emergency Fire Department phone number. ANY FIRE, NO MATTER HOW SMALL, SHALL BE REPORTED TO THE

RESPONSIBLE FIRE DEPARTMENT IMMEDIATELY.

1.9 Fall Protection Anchorage

Fall protection anchorage, conforming to ANSI Z359.1, installed under the supervision of a qualified person in fall protection, shall be left in place for continued customer use and so identified by signage stating the capacity of the anchorage (strength and number of persons who may be tied-off to it at any one time).

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 Construction and/or Other Work

The Contractor shall comply with USACE EM 385-1-1, NFPA 241, the APP, the AHA, Federal and/or State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard shall prevail.

3.2 Fall Hazard Protection and Prevention Program

The Contractor shall establish a fall protection and prevention program, for the protection of all employees exposed to fall hazards. The program shall include company policy, identify responsibilities, education and training requirements, fall hazard identification, prevention and control measures, inspection, storage, care and maintenance of fall protection equipment and rescue and evacuation procedures.

3.2.1 Training

The Contractor shall institute a fall protection training program. As part of the Fall Hazard Protection and Prevention Program, the Contractor shall provide training for each employee who might be exposed to fall hazards. A competent person for fall protection shall provide the training. Training requirements shall be in accordance with USACE EM 385-1-1, section 21.A.16.

3.2.2 Fall Protection Equipment and Systems

The Contractor shall enforce use of the fall protection equipment and systems designated for each specific work activity in the Fall Protection and Prevention Plan and/or AHA at all times when an employee is exposed to

SECTION 01 35 29 Page 6 a fall hazard. Employees shall be protected from fall hazards as specified in EM 385-1-1. Personal fall arrest systems are required when working from an articulating or extendible boom, swing stages, or suspended platform. In addition, personal fall arrest systems are required when operating other equipment such as scissor lifts if the work platform is capable of being positioned outside the wheelbase. The need for tying-off in such equipment is to prevent ejection of the employee from the equipment during raising, lowering, or travel. Fall protection must comply with 29 CFR 1926.500, Subpart M, USACE EM 385-1-1 and ANSI A10.32.

3.2.2.1 Personal Fall Arrest Equipment

Personal fall arrest equipment, systems, subsystems, and components shall meet ANSI Z359.1. Only a full-body harness with a shock-absorbing lanyard or self-retracting lanyard is an acceptable personal fall arrest body support device. Body belts may only be used as a positioning device system (for uses such as steel reinforcing assembly and in addition to an approved fall arrest system). Harnesses shall have a fall arrest attachment affixed to the body support (usually a Dorsal D-ring) and specifically designated for attachment to the rest of the system. Only locking snap hooks and carabineers shall be used. Webbing, straps, and ropes shall be made of synthetic fiber. The maximum free fall distance when using fall arrest equipment shall not exceed 1.8 m (6 feet). The total fall distance and any swinging of the worker (pendulum-like motion) that can occur during a fall shall always be taken into consideration when attaching a person to a fall arrest system.

3.2.3 Existing Anchorage

Existing anchorages, to be used for attachment of personal fall arrest equipment, shall be…