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ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 10
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
HSFLAR-14-R-00002/000003
5. Revise Section M.2.FACTOR C: Past Performance. Replace page 118 with attached change page.
6. Revise Attachment #2, Specification, Section 01 45 00, paragraph 1.6.1.2. Replace page 40 with attached change page.
7. Attach responses to questions received from contractors regarding solicitation as of 02 Jul 2014.
8. Extend Q&A Period to July 10,2014 at 2:00 PM Eastern Time. See Revised Section A (attached).
9. All other solicitation terms and conditions remain unchanged.
Period of Performance: 10/01/2014 to 09/30/2015
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
HSFLAR-14-R-00002
SECTION A
NOTE TO OFFERORS
1. This procurement is a 100% Historically Underutilized Business Zone (HUBZone) set aside.
2. The contract guaranteed minimum is $50,000.00. The estimated maximum for the base period (12 months) is $3,000,000.00 and four (4) 12-month option periods at $3,000,000.00 with a six month extension in accordance with FAR 52.217-8 with a total value for the life of the contract not-to-exceed $16,500,000.00.
3. The Receipt of Offers is scheduled for July 30, 2014, at 2:00 pm (Eastern Time) at 2000 Bainbridge Avenue, Bldg 1, Attn: Sheela Casper, Charleston, SC 29405. See Solicitation Section L.
4. A Pre-proposal Conference/Site Inspection has been scheduled for June 24, 2014, at 8:00 AM (Mountain Time). Offerors who wish to inspect the proposed work site shall meet with the Government Representatives at the scheduled time and place. See Section L, Provision 52.236-27 Site Visit. Due to FLETC being a secure facility, visitors to the Center must obtain a visitor’s pass, which requires advance coordination. Attendees must provide the following information to the procurement office by e-mail no later than four (4) days in advance of the conference: Company Name, Individual’s Name (as indicated on Driver’s License or other Government Issued Identification), Position/Title, and Date of Birth. Point of contact for coordination is Mr. Stephen Foster (Email to: Stephen.foster@fletc.dhs.gov). NOTE: No cameras, video cameras, or recording devices are permitted.
5. Offerors shall submit proposals in strict accordance with Section K, Provision 52.236-28 Preparation of Proposals – Construction and Section L, Provision 52.215-1 Instructions to Offerors - Competitive Acquisition and Provision L.12, Proposal Requirements. Pay careful attention to the Bonding Requirements at (See Clauses G.7 and G.8 and Section I, Section I 52.228-1 Bid Guarantee and Provisions L.4 and L.5).
6. Facsimile offers and/or modification to offers are NOT authorized.
7. Email or telegraphic offers are NOT authorized; however, timely email modifications to offers are authorized.
8. Inquiries must be submitted no later than July 10, 2014 at 2:00 pm (Eastern Time) to allow adequate time for written response prior to receipt of offerors. Send inquiries by e-mail to sheela.casper@fletc.dhs.gov. Late submissions will NOT be entertained.
9. Pay careful attention to Provision C.4 Project Management and Superintendence by the Contractor, and C.5 Contractor Quality Control.
10. Unit Price Book: The Unit Price Book (UPB) used on this contract will be the R.S. Means Facility Construction Cost Data or book, using the Bare Cost column, which provides for all costs excluding overhead and profit including subcontractor overhead and profit, adjusted by the Roswell, NM City Cost Index Weighted Average. The coefficient shall cover all overhead and profit and shall not be priced with the R.S. Means.
11. Offerors should pay special attention to the strict security requirements contained in Section H.29 PHYSICAL AND PERSONNEL SECURITY REQUIREMENTS of the solicitation.
12. If the incumbent contractor is performing task orders under the previous contract, the incumbent contractor will retain their designated site and a temporary location/facility shall be provided for the new contractor’s use until such time that all task orders from the previous contractor are completed (see Section F.4). The cost of the new contractor’s move from a temporary site to a designated area will be borne solely by the new contractor and not be subject to reimbursement by the Government. (see Section F.4). The contractor is responsible to furnish the construction trailer at its own cost.
NOTE: This is a competitive acquisition. Offerors are advised to pay particular attention to Proposal Requirements at Sections L, and Evaluation Criteria at Section M.
(End of Section)
Change Page - Amendment 03 02 Jul 2014 mailto:Stephen.foster@fletc.dhs.gov mailto:sheela.casper@fletc.dhs.gov and managerial competence, he/she shall be promptly replaced by the Contractor upon request from the Contracting Officer. Such a replacement would not be the basis for a claim under the Contract nor would it be subject to the Disputes Clause.
d. If at any time for any reason the Project Manager, Superintendent or Quality Control
Manager are replaced during performance of this contract the replacement shall meet the same requirements as set forth herein. A detailed resume for the proposed replacement, depicting employment history, references, formal and continuing education, and such other information as the Contracting Officer may deem necessary, shall be provided to the Contracting Officer for approval. Resumes must describe Key Personnel experience in Indefinite Delivery-Indefinite Quantity (IDIQ) Construction, Simplified Acquisition of Base Engineering Requirements (SABER), or Job Order Contracts (JOC) experience in a magnitude range of $1.5M - $16.5M aggregate value over the contract life, with a performance period of at least 1 year. Information in the resumes shall include the individual’s name, and employment history, and professional references. Their employment history shall include the name of the company, dates employed, specific projects worked, and job title or responsibility for each project listed.
C.5 CONTRACTOR QUALITY CONTROL
a. The Contractor shall establish and maintain an effective quality control system in compliance with Section C, Specifications; Federal Acquisition Regulation clause 52.246-12, Inspection of construction; and as herein provided. The Contractor quality control system consists of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction and operations which comply with contract requirements. The system shall cover construction operations, both on-site and off-site, and shall be keyed to the proposed construction sequence. This system will be clearly set forth in the Contractor Quality Control Plan. Contractor will submit plan that fully explains their procedures and inspections that will ensure quality work within 10 days after award.
b. The Contractor shall designate a competent Quality Control Manager, subject to the approval of the Contracting Officer. Quality Control Manager duties may be completed by the Project Manager or Superintendent if the employee meets the qualification requirements listed in C.5.c and in the Specification 01 45 00 (Attachment 2)
c. The Quality Control Manager shall have a high school graduate level education as a minimum. The individual shall possess a total cumulative minimum of five (5) years combined experience on similar private or Federal construction projects in the following positions: Project Superintendent, QC Manager, Project Manager, or Construction Manager. Of this cumulative experience, at least five of the most recent years’ experience shall be as a QC Manager, Project Manager, or Project Superintendent on similar United States Military or Federal agency construction contract. Similar construction contracts are defined to be of comparable cost, type and complexity of work and including the major trades that are part of this Contract. The individual shall be experienced with Federal administrative construction processes. The individual must possess and demonstrate extensive experience and a working knowledge in the full range of trades and disciplines typical to work under this contract (For example: architectural work and finishes, carpentry, structural, earthwork, pavement, utilities, concrete, heating, ventilation and air conditioning, piping, plumbing, fire alarm and protection, electrical distribution systems, lighting, lightning protection, Change Page - Amendment 03 02 Jul 2014
(4) All representations and certifications.
d. Section II –Key Personnel and Management Approach shall be provided to give the offeror’s proposed Key Personnel and Management Approach.
(1) Key Personnel: The proposal shall define that the following criteria have been met:
(a) Project Manager shall meet all criteria in accordance with Section C.4 of Solicitation.
(b) Project Superintendent shall meet all criteria in accordance with Section C.4 of Solicitation.
(c) Quality Control Manager shall meet all criteria in accordance with Section C.5 of Solicitation.
(2) Management Approach: The proposal shall define that the following criteria have been met:
(a) Offeror’s ability to manage multiple task orders with regards to the following criteria: Construction Cost, Construction Scheduling, Construction Quality.
(b) It will also include an evaluation of using e-verify to ensure compliance with these requirements.
e. Section III – Past Performance: The offeror shall submit Past Performance Information for itself in accordance with the format contained in the Section L of the RFP.
(1) Offerors must provide information on relevant contracts that are active or have been completed within the past three (3) years that demonstrate the offeror’s ability to perform the proposed effort. Relevant contracts are those of similar size, type, and complexity to the proposed effort. If there are extenuating circumstances concerning any negative past performance, provide background information and references for validation.
Only a maximum of three (3) contracts the offeror considers the most relevant will be considered for evaluation. Do not list more than three contracts. contracts exceeding the first three listed will not be considered or evaluated. The following information will be provided for each relevant contract:
Date Contract Title and Number Description of Work Involved Location Dollar Amount Point of Contact Contracting Officer (Name, Title, Telephone, Facsimile) Technical Manager (Name, Title, Telephone, Facsimile)
If the total number of such contracts exceeds three (3), the offeror shall address its three (3) most relevant contracts. For all submittals, the performance on efforts identified shall be restricted to those completed or ongoing during the past three (3) years from the issuance date of this RFP. The offeror’s past performance information may include data on efforts performed by other divisions or corporate management, if such resources will be used and significantly influence the performance of the proposed effort. Contracts listed may include those with the Federal Government, state and local Governments or their agencies, and commercial customers. Offerors that are newly formed entities without prior contracts or that do not possess relevant corporate past performance should submit past information of their most recent/relevant contracts demonstrating the past performance for each of their key personnel.
(2) The offeror shall focus its responses so that they clearly correlate past
Factor B: Management Approach
Offerors' proposal shall be evaluated regarding their firm’s ability to manage multiple task orders with regards to the following criteria: Construction Cost, Construction Scheduling and Construction Quality. The evaluation of Management Approach will be based upon the comprehensiveness, completeness, intelligibility, realism, and effectiveness of the proposed approaches and procedures to manage construction cost, construction scheduling, and construction quality.
Factor B: Management Approach shall be rated as follows:
Rating Definition EXCELLENT (E) Proposal demonstrates excellent understanding of Construction Cost, Construction
Scheduling, and Construction Quality that significantly exceeds performance or capability standards. Proposal has exceptional strengths that will significantly benefit the Government.
VERY GOOD (VG) Proposal demonstrates a good understanding in many areas of Construction Cost, Construction Scheduling, and Construction Quality that significantly exceeds performance or capability standards in many areas. Proposal has one or more strengths that will benefit the Government.
SATISFACTORY (S) Proposal demonstrates an acceptable understanding of Construction Cost, Construction Scheduling, and Construction Quality that meets performance or capability standards. Proposal presents an acceptable solution with few or no strengths.
MARGINAL (M) Proposal demonstrates shallow understanding of Construction Cost, Construction Scheduling, and Construction Quality that only marginally meets performance or capability standards. It does not fully meet requirements for successful completion of contract requirements.
UNSATISFACTORY (U) Proposal fails to meet the requirement; one or more deficiencies exist for which correction would require a major revision or redirection of the proposal.
FACTOR C: Past Performance
The Government reserves the right to obtain information for use in the evaluation of past performance from any and all sources including sources outside of the Government. The evaluation will take into account performance of key personnel regarding predecessor companies, if applicable. Offerors lacking relevant past performance history will not be evaluated favorably or unfavorably for past performance. However, the proposal of an offeror with no relevant past performance history, while rated neutral in past performance, may not represent the most advantageous proposal to the Government.
Provide information on relevant contracts that are active or have been completed within the past three (3) years that demonstrate the offeror’s ability to perform the proposed effort. Relevant contracts are those of similar size, type, and complexity to the proposed effort.
Experience and expertise in the following areas considered relevant to the contract include:
(a) Contracts that include Indefinite-Delivery Indefinite-Quantity (IDIQ) Construction, Simplified Acquisition of Base Engineering Requirements (SABER), or Job Order Contracts (JOC) within a range of $1.5M to $16.5M aggregate value over the contract life.
(b) Contracts that require the procurement and management of several major subcontractors, including as a minimum, Mechanical, Electrical, Carpentry.
(c) Contracts with local subcontractors in the Roswell, NM area or within southeastern United States
(d) Contracts completed on schedule and within budget.
(e) Contracts in which no or few local subcontractors were available and how this was handled.
The following information will be provided for each relevant contract:
02 Jul 2014 HSFLAR-14-R-00002
SECTION 01 45 00 Page 5 coordinating the three phases of control and documentation performed by testing laboratory personnel and any other inspection and testing personnel required by this Contract. The QC Manager is the manager of all QC activities.
1.6.1.2 QC Manager Qualifications
As a minimum, the individual shall demonstrate completion of High School level education. The individual shall possess a total cumulative minimum of five (5) years combined experience on similar private or Federal construction projects in the following positions: Project Superintendent, QC
Manager, Project Manager, or Construction Manager. Of this cumulative experience, at least five of the most recent years’ experience shall be as a
QC Manager, Project Manager, or Project Superintendent on similar United States Military or Federal agency construction contract. Similar construction contracts are defined to be of comparable cost, type and complexity of work and including the major trades that are part of this
Contract. The individual shall be experienced with Federal administrative construction processes. The individual must possess and demonstrate extensive experience and a working knowledge in the full range of trades and disciplines typical to work under this contract (For example: architectural work and finishes, carpentry, structural, earthwork, pavement, utilities, concrete, heating, ventilation and air conditioning, piping, plumbing, fire alarm and protection, electrical distribution systems, lighting, lightning protection, telecommunications, multi-media, and interior furnishings.
In addition to the above experience and education requirements, the requirements, the QC Manager shall have completed the course entitled
"Construction Quality Management (CQM) for Contractors." If the QC Manager does not have a current certification, he/she shall obtain the CQM for
Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the
Army Corps of Engineers. Contact these organizations for information on the next scheduled class. The individual must be familiar with the safety requirements of USACE EM 385-1-1 and/or OSHA 1926 Construction, have a valid
30-hour Construction OSHA Certification Card (See Section C.5 for exception), and have experience in the areas of hazard identification, safety compliance, and sustainability.
Computer proficiency is required in such software systems as Word, Excel, Outlook (e-mail). The individual must demonstrate a working knowledge and familiarity with Critical Path Network scheduling and be familiar with MS
Project or similar project management software.
1.6.1.3 Alternate QC Manager Duties and Qualifications
Designate an alternate for the QC Manager at the work site to serve in the event of the designated QC Manager's absence. The period of absence may not exceed two weeks at one time. The Alternate QC Manager Qualifications shall be the same the QC Manager's. An Appointment Letter delegating these authorities shall be signed by a Principle Officer of the firm and submitted to the COR along with the Alternate QCM’s resume for approval. An original signature copy of this delegation of authority shall be provided to the
Contracting Officer with the Alternate QCM’s resume.
1.6.2 Superintendent
1.6.2.1 Duties
The Contractor shall employ, on-site at the project location, a full time
Superintendent who shall be subject to approval by the Government prior to
ATTACHMENT #2 - SPECIFICATIONS
QUESTIONS AND ANSWERS – 3
02 JUL 2014
1. Please give details about the location and availability of the utilities including water, sewer, electric, and internet at the contractor’s office site.
ANSWER: The main location is already established and has water, sewer, and electric provided by the Government. The contractor will be responsible for the telephone and internet service. The contractor will be responsible for furnishing its own construction trailer at its own cost for the permanent location. If an alternate location is necessary at the onset of the award as described in Section A.12 (page 2), the Government will only provide water and electricity. The contractor will be responsible for telephone, internet, and sewer. The contractor will be responsible for furnishing its own construction trailer at its own cost for the temporary location. Any costs to move from the temporary location to the permanent location shall be the responsibility of the contractor. Costs incurred are not subject to reimbursement by the Government. See updated language in Section A.12 (Change Page 2).
2. Regarding the Project Manager requirements in Section C.4.a.1.; Would you consider changing:
“The Project Manager must have a minimum of five (5) years combined experience in the following positions: Project Manager, Project Superintendent, QC Manager, or Construction Manager with the last five (5) of the most recent years’ experience as a Project Manager on specific IDIQ, SABER, or JOC contracts with a magnitude that exceeds $10M, with a performance period of more than one year. The Project Manager must have been employed directly by the prime contractor and served in that capacity for the duration of the contract.”
To
“The Project Manager must have a minimum of five (5) years combined experience in the following positions: Project Manager, Project Superintendent, QC Manager, or Construction Manager with three (3) of the last five (5) of the most recent years’ experience as a Project Manager on specific IDIQ, SABER, or JOC contracts with a magnitude that exceeds $10M, with a performance period of more than one year. The Project Manager must have been employed directly by the prime contractor and served in that capacity for the duration of the contract.”
ANSWER: No. The Government will not make the requested changes.
3. Page 121 - Are the required two pages set aside for listing of all contracts only for the prime contractor or does a team partner need to submit its own two page spreadsheet of contracts?
ANSWER: Two pages maximum per proposal.
Amendment 000003 HSFLAR-14-R-00002
4. I'm looking through this solicitation and see that FAR clause 52.211-12 is included but do not see an amount. Could you tell me what the liquidated damages would be?
ANSWER: See information in the fill-in clause for FAR 52.211-12 (page 74 of 121). Liquidated damages will be determined at the task order level if needed.
5. Can you please confirm that PPQ’s are to be sent you? It appears that amendment 2 changed where completed PPQs are to be sent to you versus being sent to Mr. Welton? Our PPQs were sent to our point of contact earlier this week and I have already received confirmation of the completed PPQ being sent to Mr. Welton. Do I have to resend PPQ’s asking them to send to you instead of Mr. Welton?
ANSWER: Yes. Mr. Welton is no longer available to receive the PPQs. Please ensure they are sent to POC indicated in the document.
6. Are you able to share with us the name of the incumbent for this solicitation?
ANSWER: Yes. It is Pacific Tech Corporation.
7. Amendment 0002, revised Section III – Past Performance variously describes the past performance requirement as 3 contracts or 3 projects in the same paragraph. Please clarify whether the intent is for offerors to provide experience related to three multiple award contract vehicles or three task orders or projects, either stand-alone or under a multiple award contract vehicle. I understand that DHS has already responded to a similar question in response to PPI number 9 (in Amendment 0001). However, the response to that question – “Offerors must follow the instructions as stated in the solicitation on submission of past performance information” – does not adequately address the question as the solicitation is unclear and uses the term “contract” and “project” interchangeably. Please provide a response to this question that specifies the requirement as soon as possible in order to allow for adequate response time from our clients should we be required to change our strategy.
ANSWER: Language has been revised in Section L.12.e and Section M.2 FACTOR C: Past Performance. See Change Pages 112 and 118. The term project has been changed to contract. The type of contracts submitted is at the offeror’s discretion.
8. Would you consider changing the requirement in C.5.c. to: “The individual shall possess a total cumulative minimum of five (5) years combined project experience on similar private or Federal construction projects in the following positions: Project Superintendent, QC, Manager, Project Manager, or Construction Manager. Of this cumulative experience, at least five three (3) of the most recent years’ experience shall be as a QC Manager on similar United States Military or Federal agency construction contracts.”
Per amendment 1 section C.5.b. the “…… Quality Control Manager duties may be completed by the Project Manager or Superintendent if the employee meets the qualification requirements listed in C.5.c. ……”. Section C.5.c. has the requirement of: “The individual shall possess a total cumulative minimum of five (5) years combined project experience on similar private or Federal construction projects in the following positions: Project Superintendent, QC, Manager, Project Manager, or Construction Manager. Of this cumulative experience, at least five of the most recent years’ experience shall be as a QC Manager on similar United States Military or Federal agency construction contract.”
If the PM or Super is allowed to act as the QC; the qualifications above would not be possible with the required qualifications for either the Project Manager or the Superintendent.
ANSWER: No. The amount of experience will not be changed per request. However, to allow the Project Manager or Superintendent to act as the QC, the language in Section C.5.c (See Change Page
16) and Attachment #2 Specifications 1.6.1.2. (See Change Page 40) have been revised.
9. Product Substitution Requests for specifications listed in Attachment #2.
Can we provide product substitution requests for specifications listed in Attachment #2?
ANSWER: The Government has received several product substitution requests under this solicitation for specifications in Attachment #2. However, since this solicitation is for an IDIQ contract and not a specific project, product substitution requests will not be entertained at this time. Product substitution shall be discussed at the task order level when specific projects are required.
| Attach 2 Spec Change Page 40.pdf |
| 09 30 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 General Requirements |
| 1.2.2 Local/Regional Materials |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 ENVIRONMENTAL REQUIREMENTS |
| 1.7 WARRANTY |
| 1.8 EXTRA MATERIALS |
| PART 2 PRODUCTS |
| 2.1 TILE |
| 2.1.1 Porcelain Tile |
| 2.1.2 Glazed Wall Tile |
| 2.2 SETTING-BED |
| 2.2.1 Aggregate for Concrete Fill |
| 2.2.2 Portland Cement |
| 2.2.3 Sand |
| 2.2.4 Hydrated Lime |
| 2.2.5 Metal Lath |
| 2.3 WATER |
| 2.4 MORTAR, GROUT, AND ADHESIVE |
| 2.4.1 Dry-Set Portland Cement Mortar |
| 2.4.2 Ceramic Tile Grout |
| 2.4.3 Organic Adhesive |
| 2.4.4 Epoxy Resin Grout |
| 2.4.5 Sealants |
| 2.4.6 Cementitious Backer Board |
| 2.5 MARBLE THRESHOLDS |
| 2.6 MEMBRANE MATERIALS |
| PART 3 EXECUTION |
| 3.1 PREPARATORY WORK AND WORKMANSHIP |
| 3.2 GENERAL INSTALLATION REQUIREMENTS |
| 3.3 INSTALLATION OF WALL TILE |
| 3.3.1 Workable or Cured Mortar Bed |
| 3.3.2 Dry-Set Mortar and Latex-Portland Cement Mortar |
| 3.3.3 Organic Adhesive |
| 3.4 INSTALLATION OF FLOOR TILE |
| 3.4.1 Workable or Cured Mortar Bed |
| 3.4.2 Dry-Set and Latex-Portland Cement |
| 3.4.3 Resinous Grout |
| 3.4.4 Ceramic Tile Grout |
| 3.5 INSTALLATION OF MARBLE THRESHOLDS |
| 3.6 EXPANSION JOINTS |
| 3.6.1 Walls |
| 3.6.2 Floors |
3.7 CLEANING AND PROTECTING
| 09 51 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Ceiling Attenuation Class and Test |
| 1.2.2 Ceiling Sound Absorption |
| 1.2.3 Light Reflectance |
| 1.3 SUBMITTALS |
| 1.4 Not used |
| 1.5 DELIVERY, STORAGE. AND HANDLING |
| 1.6 ENVIRONMENTAL REQUIREMENTS |
| 1.7 SCHEDULING |
| 1.8 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 ACOUSTICAL UNITS |
| 2.1.1 Affirmative Procurement |
| 2.1.2 Units for Exposed-Grid System A |
| 2.1.3 Unit Acoustical Absorbers |
| 2.2 SUSPENSION SYSTEM |
| 2.3 HANGERS |
| 2.3.1 Wires |
| 2.3.2 Straps |
| 2.3.3 Rods |
| 2.3.4 Eyebolts |
| 2.3.5 Masonry Anchorage Devices |
| 2.4 ACCESS PANELS |
| 2.5 ADHESIVE |
| 2.6 FINISHES |
| 2.7 COLORS AND PATTERNS |
| 2.8 ACOUSTICAL SEALANT |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Suspension System |
| 3.1.1.1 Plumb Hangers |
| 3.1.1.2 Splayed Hangers |
| 3.1.2 Wall Molding |
| 3.1.3 Acoustical Units |
| 3.1.4 Caulking |
| 3.1.5 Adhesive Application |
| 3.2 CEILING ACCESS PANELS |
| 3.3 CLEANING |
| 3.4 RECLAMATION PROCEDURES |
| 09 65 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Local/Regional Materials |
| 1.2.2 Fire Resistance Requirements |
| 1.3 SUBMITTALS |
| 1.4 Not used |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 ENVIRONMENTAL REQUIREMENTS |
| 1.7 SCHEDULING |
| 1.8 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 VINYL COMPOSITION TILE TYPE A |
| 2.2 WALL BASE |
| 2.3 MOULDING |
| 2.4 ADHESIVES |
| 2.5 SURFACE PREPARATION MATERIALS |
| 2.6 POLISH/FINISH |
| 2.7 CAULKING AND SEALANTS |
| 2.8 MANUFACTURER'S COLOR, PATTERN AND TEXTURE |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 SURFACE PREPARATION |
| 3.3 MOISTURE, ALKALINITY AND BOND TESTS |
| 3.4 PLACING VINYL COMPOSITION, LINOLEUM AND SOLID VINYL TILES |
| 3.5 PLACING TRANSITION |
| 3.6 PLACING WALL BASE |
| 3.7 CLEANING |
| 3.8 PROTECTION |
| 09 68 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Local/Regional Materials |
| 1.2.2 Scheduling |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 AMBIENT CONDITIONS |
| 1.7 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 CARPET |
| 2.1.1 Modular Tile |
| 2.2 PERFORMANCE REQUIREMENTS |
| 2.3 ADHESIVES AND CONCRETE PRIMER |
| 2.4 MOLDINGS |
| 2.5 TAPE |
| 2.6 COLOR, TEXTURE, AND PATTERN |
| PART 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.2 MOISTURE AND ALKALINITY TESTS |
| 3.3 PREPARATION OF CONCRETE SUBFLOOR |
| 3.4 INSTALLATION |
| 3.4.1 Modular Tile Installation |
| 3.4.2 Entrance Carpet Installation |
| 3.5 CLEANING AND PROTECTION |
| 3.5.1 Cleaning |
| 3.5.2 Protection |
3.6 REMNANTS
| 09 72 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 not used |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 ENVIRONMENTAL REQUIREMENTS |
| 1.6 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 WALL COVERINGS |
| 2.1.1 Vinyl Wall Covering |
| 2.1.2 Vinyl Wall covering Type A |
| 2.2 PRIMER AND ADHESIVE |
| 2.3 COLOR, TEXTURE, AND PATTERN |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 SURFACE PREPARATION |
| 3.3 INSTALLATION |
| 3.3.1 Corner Guards and Wainscot Cap |
3.4 CLEAN-UP
| 09 83 13.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 Not used |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 ACOUSTICAL WALL PANELS |
| 2.2 COLOR |
| PART 3 EXECUTION |
| 3.1 SURFACE CONDITIONS |
| 3.2 INSTALLATION |
| 3.3 CLEANING |
| 09 84 39.pdf |
| PART 1 GENERAL |
| 1.1 RELATED DOCUMENTS |
| 1.2 SUMMARY |
| 1.3 REFERENCES |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Single Source Responsibility |
| 1.5.2 Coordination of Work |
| 1.5.3 Seismic Performance |
| 1.5.4 Acoustical Clouds |
| 1.6 DELIVERY, STORAGE, AND HANDLING |
| 1.7 PROJECT CONDITIONS |
| 1.7.1 Space Enclosure |
| 1.8 WARRANTY |
| 1.8.1 Acoustical Clouds |
| 1.8.2 Warranty Period |
| PART 2 PRODUCTS |
| 2.1 ACOUSTICAL CLOUD UNITS |
| 2.2 ATTACHMENT SYSTEMS |
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.2 INSTALLATION |
| 3.3 ADJUSTING AND CLEANING |
| 09 90 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 APPLICATOR'S QUALIFICATIONS |
| 1.3.1 Contractor Qualification |
| 1.3.2 SSPC QP 1 Certification |
| 1.4 not used |
| 1.5 REGULATORY REQUIREMENTS |
| 1.5.1 Environmental Protection |
| 1.5.2 Lead Content |
| 1.5.3 Chromate Content |
| 1.5.4 Asbestos Content |
| 1.5.5 Mercury Content |
| 1.5.6 Silica |
| 1.5.7 Human Carcinogens |
| 1.6 PACKAGING, LABELING, AND STORAGE |
| 1.7 SAFETY AND HEALTH |
| 1.7.1 Safety Methods Used During Coating Application |
| 1.7.2 Toxic Materials |
| 1.8 ENVIRONMENTAL CONDITIONS |
| 1.8.1 Coatings |
| 1.8.2 Post-Application |
| 1.9 not used |
| 1.10 SCHEDULING |
| 1.11 COLOR SELECTION |
| 1.12 LOCATION AND SURFACE TYPE TO BE PAINTED |
| 1.12.1 Painting Included |
| 1.12.1.1 Exterior Painting |
| 1.12.1.2 Interior Painting |
| 1.12.2 Painting Excluded |
| 1.12.3 Mechanical and Electrical Painting |
| 1.12.3.1 Fire Extinguishing Sprinkler Systems |
| 1.12.4 Definitions and Abbreviations |
| 1.12.4.1 Qualification Testing |
| 1.12.4.2 Batch Quality Conformance Testing |
| 1.12.4.3 Coating |
| 1.12.4.4 DFT or dft |
| 1.12.4.5 DSD |
| 1.12.4.6 EPP |
| 1.12.4.7 EXT |
| 1.12.4.8 INT |
| 1.12.4.9 micron / microns |
| 1.12.4.10 mil / mils |
| 1.12.4.11 mm |
| 1.12.4.12 MPI Gloss Levels |
| 1.12.4.13 MPI System Number |
| 1.12.4.14 Paint |
| 1.12.4.15 REX |
| 1.12.4.16 RIN |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| PART 3 EXECUTION |
| 3.1 PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED |
| 3.2 RESEALING OF EXISTING EXTERIOR JOINTS |
| 3.2.1 Surface Condition |
| 3.2.2 Backstops |
| 3.2.3 Primer and Bond Breaker |
| 3.2.4 Ambient Temperature |
| 3.2.5 Exterior Sealant |
| 3.2.6 Cleaning |
| 3.3 SURFACE PREPARATION |
| 3.3.1 Additional Requirements for Preparation of Surfaces With Existing Coatings |
| 3.3.2 Existing Coated Surfaces with Minor Defects |
| 3.3.3 Removal of Existing Coatings |
| 3.3.4 Substrate Repair |
| 3.4 PREPARATION OF METAL SURFACES |
| 3.4.1 Existing and New Ferrous Surfaces |
| 3.4.2 Final Ferrous Surface Condition: |
| 3.4.3 Galvanized Surfaces |
| 3.4.4 Non-Ferrous Metallic Surfaces |
| 3.4.5 Terne-Coated Metal Surfaces |
| 3.4.6 Existing Surfaces with a Bituminous or Mastic-Type Coating |
| 3.5 PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACE |
| 3.5.1 Concrete and Masonry |
| 3.5.2 Gypsum Board, Plaster, and Stucco |
| 3.5.3 Existing Asbestos Cement Surfaces |
| 3.6 PREPARATION OF WOOD AND PLYWOOD SURFACES |
| 3.6.1 New Plywood and Wood Surfaces, Except Floors: |
| 3.7 APPLICATION |
| 3.7.1 Coating Application |
| 3.7.2 Mixing and Thinning of Paints |
| 3.7.3 Two-Component Systems |
| 3.7.4 Coating Systems |
| 3.8 COATING SYSTEMS FOR METAL |
| 3.9 COATING SYSTEMS FOR CONCRETE AND CEMENTITIOUS SUBSTRATES |
| 3.10 COATING SYSTEMS FOR WOOD AND PLYWOOD |
| 3.11 PIPING IDENTIFICATION |
| 3.12 INSPECTION AND ACCEPTANCE |
| 3.13 WASTE MANAGEMENT |
| 10 14 02.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 GENERAL |
| 1.4 QUALIFICATIONS |
| 1.5 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 ROOM IDENTIFICATION/DIRECTIONAL SIGNAGE SYSTEM |
| 2.1.1 Standard Room Signs |
| 2.1.2 Type of Mounting For Signs |
| 2.1.3 Graphics |
| 2.1.4 Character Proportions and Heights |
| 2.1.5 Raised and Brailled Characters and Pictorial Symbol Signs (Pictograms) |
| 2.2 INDIVIDUAL CUT PLASTIC LETTERS |
| 2.2.1 Fabrication |
| 2.2.2 Typefaces, Thicknesses, Colors and Sizes |
| 2.2.3 Mounting |
| 2.3 FABRICATION AND MANUFACTURE |
| 2.3.1 Factory Workmanship |
2.4 COLOR, FINISH, AND CONTRAST
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Protection and Cleaning |
| 10 21 13.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Sustainable Design Requirements |
| 1.2.1.1 Local/Regional Materials Documentation |
1.2.2 Plastic Identification
| 1.3 SUBMITTALS |
| 1.4 REGULATORY REQUIREMENTS |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Anchoring Devices and Fasteners |
| 2.1.2 Brackets |
| 2.1.3 Hardware and Fittings |
| 2.1.3.1 General Requirements |
| 2.1.3.2 Finishes |
| 2.1.4 Door Hardware |
| 2.1.4.1 Hinges |
| 2.1.4.2 Latch and Pull |
| 2.1.4.3 Coat Hooks |
| 2.2 PARTITION PANELS AND DOORS |
| 2.2.1 Toilet Enclosures |
| 2.2.2 Urinal Screens |
| 2.3 FLOOR-ANCHORED PARTITIONS |
| 2.4 OVERHEAD-BRACED PARTITIONS |
| 2.5 PILASTER SHOES |
| 2.6 HARDWARE |
| 2.7 COLORS AND FINISHES |
| 2.7.1 Colors |
| 2.7.2 Finishes No.4 |
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.2 INSTALLATION |
| 3.3 FLOOR-ANCHORED PARTITIONS |
| 3.4 OVERHEAD-BRACED PARTITIONS |
| 3.5 FINAL ADJUSTMENT |
| 3.6 CLEANING |
| 10 22 13.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 Not Used |
| 1.5 DESCRIPTION OF WORK |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Steel Shapes, Plates, and Bars |
| 2.1.2 Cold-Formed Steel |
| 2.1.3 Wire Mesh |
| 2.1.4 Floor Sockets |
| 2.2 NORMAL DUTY PARTITIONS |
| 2.2.1 Wire Mesh |
| 2.2.2 Vertical Frames |
| 2.2.3 Horizontal Frames |
| 2.2.4 Center Reinforcing Bar |
| 2.2.5 Capping Bar |
| 2.2.6 Corner Posts |
| 2.2.7 Line Posts |
| 2.2.8 Hinged Doors |
| 2.2.9 Sheet Metal Base |
| 2.3 HEAVY DUTY PARTITIONS |
| 2.3.1 Wire Mesh |
| 2.3.2 Panel Frames |
| 2.3.3 Center Reinforcing Bar |
| 2.3.4 Capping Bar |
| 2.3.5 Corner Posts |
| 2.3.6 Line Posts |
| 2.3.7 Hinged Doors |
| 2.4 DOOR OPENING FRAMES |
| 2.5 LOCKS |
| 2.6 FABRICATION |
| 2.6.1 Standard Panels |
| 2.6.2 Doors |
| 2.6.3 Finish |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Wire Mesh Partitions |
| 3.1.2 Doors |
| 3.1.3 Bracing |
| 3.1.4 Touch-Up |
| 10 26 13.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 not used |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 STANDARD PRODUCTS |
| 2.1.1 Resilient Material |
| 2.1.1.1 Minimum Impact Resistance |
| 2.1.1.2 Fire Rating |
| 2.1.1.3 Integral Color |
| 2.1.1.4 Chemical and Stain Resistance |
| 2.1.1.5 Fungal and Bacterial Resistance |
| 2.2 CORNER GUARDS |
| 2.2.1 Resilient Corner Guards |
| 2.2.2 Stainless Steel Corner Guards |
| 2.3 WALL COVERING/PANELS |
| 2.3.1 Rigid Vinyl Acrylic Wall Covering |
| 2.4 TRIM, FASTENERS AND ANCHORS |
| 2.5 FINISH |
| 2.5.1 Aluminum Finish |
| 2.5.2 Stainless Steel Finish |
| 2.5.3 Resilient Material Finish |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Corner Guards and Wall Guards (Bumper Guards) |
| 3.1.2 Door, Door Frame Protectors, and Wall Panels |
| 3.1.3 Stainless Steel Guards |
| 10 28 13.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 MANUFACTURED UNITS |
| 2.1.1 Anchors and Fasteners |
| 2.1.2 Finishes |
| 2.2 ACCESSORY ITEMS |
| 2.2.1 Facial Tissue Dispenser (FTD) |
| 2.2.2 Grab Bar (GB) |
| 2.2.3 Mirrors, Glass (MG) |
| 2.2.4 Paper Towel Dispenser (PTD) |
| 2.2.5 Sanitary Napkin Disposer (SND) |
| 2.2.6 Sanitary Napkin and Tampon Dispenser (SNTD) |
| 2.2.7 Soap Dispenser (SD) |
| 2.2.8 Toilet Tissue Dispenser (TTD) |
| 2.2.9 Waste Receptacle (WR) |
| 2.2.10 Toilet Seat Cover Dispenser (TSCD) |
| 2.2.11 Mop and Broom Holder (MH) |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Surface Mounted Accessories |
3.2 CLEANING
| 10 44 16.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, HANDLING, AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 not used |
| 2.2 not used |
| 2.3 not used |
| 2.4 not used |
| 2.5 CABINETS |
| 2.5.1 Material |
| 2.5.2 Type |
| 2.5.3 Size |
2.6 WALL BRACKETS
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 ACCEPTANCE PROVISIONS |
| 3.2.1 Repairing |
| 3.2.2 Cleaning |
| 11 13 10.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Industrial Dock Leveler |
| 1.2.2 Adjustable Loading Ramp |
| 1.2.3 Fixed Type Industrial Dock Leveler |
| 1.2.4 Velocity Fuse |
| 1.2.5 Carrier |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Manufacturer's Representative |
| 1.4.2 Detail Drawings |
| 1.4.3 Record Drawings |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 EXTRA MATERIALS |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Standard Products |
| 2.1.2 Exposed Surfaces |
| 2.1.3 Nameplate |
| 2.1.4 Toe Guards or Skirts |
| 2.2 LOADING DOCK LEVELERS |
| 2.2.1 Design Requirements |
| 2.2.2 Dock Leveler Height Adjustment |
| 2.2.3 Dock Leveler Extension and Retraction |
| 2.2.4 Loading Ramp Compensation |
| 2.2.4.1 Freight Carrier Out of Level |
| 2.2.4.2 Loading and Unloading of the Freight Carrier |
| 2.2.5 Safety Devices |
| 2.2.5.1 Electro-Hydraulic System |
| 2.2.5.2 Dock Bumpers |
| 2.2.6 Rated Capacity |
| 2.2.7 Ramp Load Carrying Surface |
| 2.3 OPERATION |
| 2.3.1 Electro-Hydraulic Control |
| 2.3.1.1 Pushbutton |
| 2.3.1.2 Hinged Lip Ramp Movement |
| 2.4 CONSTRUCTION AND MATERIALS |
| 2.5 ELECTRO-HYDRAULIC SYSTEM |
| 2.6 ELECTRICAL REQUIREMENTS |
| 2.6.1 Motor |
| 2.6.2 Controls |
| 2.6.3 Transformer |
| 2.7 ACCESSORIES |
| 2.7.1 Dock Bumpers |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 INSTALLATION |
| 3.3 CLEANING, TREATMENT AND PAINTING |
| 3.3.1 Workmanship |
| 3.3.2 Dissimilar Metals Protection |
| 3.3.3 Finish Coat Color |
| 3.4 FIELD TESTS |
| 3.4.1 Roll-Over Load Tests |
| 3.4.2 Drop Tests |
| 3.4.3 Acceptance Tests |
| 3.5 INSTRUCTION TO GOVERNMENT PERSONNEL |
| 3.6 OPERATING MANUALS |
| 12 21 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 GENERAL REQUIREMENTS |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 FIELD MEASUREMENTS |
| 1.6 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 WINDOW BLINDS |
| 2.1.1 Vertical Blinds |
| 2.1.1.1 Louvers |
| 2.1.1.2 Carriers |
| 2.1.1.3 Headrail System |
| 2.1.1.4 Valance |
| 2.1.1.5 Controls |
| 2.1.1.6 Connectors and Spacers |
2.2 COLOR
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Vertical Blinds |
| 3.1.2 Valance |
3.2 CLEAN-UP
| 12 36 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 DESIGN |
| PART 2 PRODUCTS |
| 2.1 GENERAL |
| 2.2 MATERIALS |
| 2.3 COUNTERTOP AND BACKSPLASH FABRICATION |
| 2.3.1 High-Pressure Laminated Plastic Clad Countertops |
| 2.4 SURFACING |
| 2.4.1 Laminated Plastic Surfacing |
| 2.4.2 Wood Countertop Finish |
| 2.4.2.1 HPDL Finish |
| 2.5 ACCESSORIES AND HARDWARE |
| 2.5.1 Mounting Adhesives |
| 2.5.2 Joint Sealants |
| 2.5.3 Solvent |
| 2.5.4 Cleaning Agents |
2.6 COLOR, TEXTURE, AND PATTERN
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Preliminary Installation and Adjustment |
| 3.1.2 Permanent Installation |
| 3.1.3 Joints |
| 3.2 CLEANING |
| 3.3 INSPECTION |
| 21 13 13.00 10.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Hydraulic Design |
| 1.2.1.1 Hose Demand |
| 1.2.1.2 Basis for Calculations |
| 1.2.1.3 Hydraulic Calculations |
1.2.2 Sprinkler Coverage
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Fire Protection Specialist |
| 1.4.2 Sprinkler System Installer |
| 1.4.3 Shop Drawings |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 not used |
| PART 2 PRODUCTS |
| 2.1 STANDARD PRODUCTS |
| 2.2 NAMEPLATES |
| 2.3 REQUIREMENTS FOR FIRE PROTECTION SERVICE |
| 2.4 ABOVEGROUND PIPING COMPONENTS |
| 2.4.1 Steel Piping Components |
| 2.4.1.1 Steel Pipe |
| 2.4.1.2 Fittings for Non-Grooved Steel Pipe |
| 2.4.1.3 Grooved Mechanical Joints and Fittings |
| 2.4.1.4 Flanges |
| 2.4.1.5 Bolts, Nut, and Washers |
| 2.4.2 Pipe Hangers |
| 2.4.3 Valves |
| 2.4.3.1 Control Valve and Gate Valve |
| 2.4.3.2 Check Valve |
| 2.5 WATERFLOW ALARM |
| 2.6 ALARM INITIATING AND SUPERVISORY DEVICES |
| 2.6.1 Sprinkler Waterflow Indicator Switch, Vane Type |
| 2.6.2 Valve Supervisory (Tamper) Switch |
| 2.7 FIRE DEPARTMENT CONNECTION |
| 2.8 SPRINKLERS |
| 2.8.1 Concealed Sprinkler |
| 2.8.2 Recessed Sprinkler |
| 2.8.3 Flush Sprinkler |
| 2.8.4 Pendent Sprinkler |
| 2.8.5 Upright Sprinkler |
| 2.8.6 Sidewall Sprinkler |
| 2.8.7 Corrosion Resistant Sprinkler |
| 2.8.8 Dry Sprinkler Assembly |
| 2.9 ACCESSORIES |
| 2.9.1 Sprinkler Cabinet |
| 2.9.2 Pendent Sprinkler Escutcheon |
| 2.9.3 Pipe Escutcheon |
| 2.9.4 Sprinkler Guard |
| 2.9.5 Identification Sign |
| PART 3 EXECUTION |
| 3.1 FIELD MEASUREMENTS |
| 3.2 INSTALLATION REQUIREMENTS |
| 3.3 INSPECTION BY FIRE PROTECTION SPECIALIST |
| 3.4 ABOVEGROUND PIPING INSTALLATION |
| 3.4.1 Protection of Piping Against Earthquake Damage |
| 3.4.2 Piping in Exposed Areas |
| 3.4.3 Piping in Finished Areas |
| 3.4.4 Pendent Sprinklers |
| 3.4.5 Upright Sprinklers |
| 3.4.6 Pipe Joints |
| 3.4.7 Reducers |
| 3.4.8 Pipe Penetrations |
| 3.4.9 Escutcheons |
| 3.4.10 Inspector's Test Connection |
| 3.4.11 Drains |
| 3.4.12 Installation of Fire Department Connection |
| 3.4.13 Identification Signs |
| 3.5 ELECTRICAL WORK |
| 3.6 PIPE COLOR CODE MARKING |
| 3.7 PRELIMINARY TESTS |
| 3.7.1 Underground Piping |
| 3.7.1.1 Flushing |
| 3.7.2 Aboveground Piping |
| 3.7.2.1 Hydrostatic Testing |
| 3.7.2.2 Backflow Prevention Assembly Forward Flow Test |
| 3.7.3 Testing of Alarm Devices |
| 3.7.4 Main Drain Flow Test |
| 3.8 FINAL ACCEPTANCE TEST |
| 3.9 ONSITE TRAINING |
| 22 00 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 STANDARD PRODUCTS |
| 1.3.1 Alternative Qualifications |
| 1.3.2 Service Support |
| 1.3.3 Manufacturer's Nameplate |
| 1.3.4 Modification of References |
| 1.3.4.1 Definitions |
| 1.3.4.2 Administrative Interpretations |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 PERFORMANCE REQUIREMENTS |
| 1.5.1 Welding |
| 1.6 REGULATORY REQUIREMENTS |
| 1.7 PROJECT/SITE CONDITIONS |
| 1.8 INSTRUCTION TO GOVERNMENT PERSONNEL |
| 1.9 ACCESSIBILITY OF EQUIPMENT |
| PART 2 PRODUCTS |
| 2.1 Materials |
| 2.1.1 Pipe Joint Materials |
| 2.1.2 Miscellaneous Materials |
| 2.1.3 Pipe Insulation Material |
| 2.2 PIPE HANGERS, INSERTS, AND SUPPORTS |
| 2.3 VALVES |
| 2.3.1 Backwater Valves |
| 2.3.2 Wall Faucets |
| 2.3.3 Wall Hydrants (Frostproof) |
| 2.3.4 Relief Valves |
| 2.3.5 Thermostatic Mixing Valves |
| 2.4 FIXTURES |
| 2.4.1 Automatic Controls |
| 2.4.2 Flush Valve Water Closets |
| 2.4.3 Flush Valve Urinals |
| 2.4.4 Wall Hung Lavatories |
| 2.4.5 Kitchen Sinks |
| 2.4.6 Utility Sinks |
| 2.4.7 Drinking-Water Coolers |
| 2.4.8 Wheelchair Drinking Water cooler |
| 2.5 DRAINS |
| 2.5.1 Floor Drains |
| 2.5.1.1 Drains and Backwater Valves |
2.5.2 Floor Sinks
| 2.6 TRAPS |
| 2.7 WATER HEATERS |
| 2.7.1 Electric Instantaneous Water Heaters (Tankless) |
| 2.8 ELECTRICAL WORK |
| 2.9 MISCELLANEOUS PIPING ITEMS |
| 2.9.1 Escutcheon Plates |
| 2.9.2 Pipe Sleeves |
| 2.9.2.1 Sleeves in Masonry and Concrete |
| 2.9.2.2 Sleeves Not in Masonry and Concrete |
| 2.9.3 Pipe Hangers (Supports) |
| 2.9.4 Nameplates |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION REQUIREMENTS |
| 3.1.1 Water Pipe, Fittings, and Connections |
| 3.1.1.1 Utilities |
| 3.1.1.2 Cutting and Repairing |
| 3.1.1.3 Protection of Fixtures, Materials, and Equipment |
| 3.1.1.4 Mains, Branches, and Runouts |
| 3.1.1.5 Expansion and Contraction of Piping |
| 3.1.1.6 Thrust Restraint |
| 3.1.1.7 Commercial-Type Water Hammer Arresters |
| 3.1.2 Joints |
| 3.1.2.1 Threaded |
| 3.1.2.2 Mechanical Couplings |
| 3.1.2.3 Unions and Flanges |
| 3.1.2.4 Grooved Mechanical Joints |
| 3.1.2.5 Cast Iron Soil, Waste and Vent Pipe |
| 3.1.2.6 Copper Tube and Pipe |
| 3.1.2.7 Plastic Pipe |
| 3.1.2.8 Polypropylene Pipe |
| 3.1.2.9 Other Joint Methods |
| 3.1.3 Dissimilar Pipe Materials |
| 3.1.4 Corrosion Protection for Buried Pipe and Fittings |
| 3.1.5 Pipe Sleeves and Flashing |
| 3.1.5.1 Sleeve Requirements |
| 3.1.5.2 Flashing Requirements |
| 3.1.5.3 Waterproofing |
| 3.1.5.4 Optional Counterflashing |
| 3.1.5.5 Pipe Penetrations of Slab on Grade Floors |
| 3.1.5.6 Pipe Penetrations |
| 3.1.6 Fire Seal |
| 3.1.7 Supports |
| 3.1.7.1 General |
| 3.1.7.2 Pipe Hangers, Inserts, and Supports |
| 3.1.7.3 Structural Attachments |
| 3.1.8 Welded Installation |
| 3.1.9 Pipe Cleanouts |
| 3.2 WATER HEATERS AND HOT WATER STORAGE TANKS |
| 3.2.1 Relief Valves |
| 3.2.2 Connections to Water Heaters |
| 3.3 FIXTURES AND FIXTURE TRIMMINGS |
| 3.3.1 Fixture Connections |
| 3.3.2 Flushometer Valves |
| 3.3.3 Height of Fixture Rims Above Floor |
| 3.3.4 Fixture Supports |
| 3.3.4.1 Support for Solid Masonry Construction |
| 3.3.4.2 Support for Concrete-Masonry Wall Construction |
| 3.3.4.3 Support for Steel Stud Frame Partitions |
| 3.3.4.4 Support for Wood Stud Construction |
| 3.3.5 Backflow Prevention Devices |
| 3.3.6 Access Panels |
| 3.4 IDENTIFICATION SYSTEMS |
| 3.4.1 Identification Tags |
| 3.4.2 Pipe Color Code Marking |
| 3.4.3 Color Coding Scheme for Locating Hidden Utility Components |
| 3.5 ESCUTCHEONS |
| 3.6 PAINTING |
| 3.6.1 Painting of New Equipment |
| 3.6.1.1 Factory Painting Systems |
| 3.6.1.2 Shop Painting Systems for Metal Surfaces |
| 3.7 TESTS, FLUSHING AND DISINFECTION |
| 3.7.1 Plumbing System |
| 3.7.1.1 Test of Backflow Prevention Assemblies |
| 3.7.2 Defective Work |
| 3.7.3 System Flushing |
| 3.7.3.1 During Flushing |
| 3.7.3.2 After Flushing |
| 3.7.4 Operational Test |
| 3.7.5 Disinfection |
| 3.8 WASTE MANAGEMENT |
| 3.9 POSTED INSTRUCTIONS |
| 3.10 TABLES |
| 22 07 19.00 40.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.3 PERFORMANCE REQUIREMENTS |
| 1.4 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Adhesives |
| 2.1.1.1 Cloth Adhesives |
| 2.1.1.2 Vapor-Barrier Material Adhesives |
| 2.1.1.3 Cellular Elastomer Insulation Adhesive |
| 2.1.2 Coatings |
| 2.1.2.1 Outdoor Vapor-Barrier Finishing |
| 2.1.2.2 Indoor Vapor-Barrier Finishing |
| 2.1.2.3 Outdoor and Indoor Nonvapor-Barrier Finishing |
| 2.1.2.4 Cellular-Elastomer Insulation Coating |
| 2.1.2.5 Coating Color |
| 2.1.3 Insulating Cement |
| 2.1.3.1 General Purpose Insulating Cement |
| 2.1.3.2 Finishing Insulating Cement |
| 2.1.4 Calking |
| 2.1.5 Corner Angles |
| 2.1.6 Insulation Materials |
| 2.1.6.1 Mineral Fiber |
| 2.1.6.2 Pipe Barrel |
| 2.1.6.3 Pipe Fittings |
| 2.1.6.4 Flexible Blankets |
| 2.1.6.5 Cellular Glass |
| 2.1.7 Jacketing |
| 2.1.7.1 Glass Cloth Jackets |
| 2.1.7.2 PVC Jackets |
| 2.1.7.3 3-Ply Laminate |
2.1.8 Tape
| 2.2 PIPING SYSTEMS |
| 2.2.1 Cold-Water and Condensate-Drain Piping |
| PART 3 EXECUTION |
| 3.1 INSTALLATION OF INSULATION SYSTEMS |
| 3.2 SYSTEM TYPES |
| 3.2.1 Type T-1, Mineral Fiber with Vapor-Barrier Jacket |
| 3.2.2 Type T-10, Mineral-Fiber Fill |
| 23 00 00.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Mechanical Equipment Identification |
| 1.2.1.1 Charts |
| 1.2.1.2 Diagrams |
| 1.2.2 Service Labeling |
| 1.2.3 Color Coding |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Prevention of Corrosion |
| 1.4.2 Asbestos Prohibition |
| 1.4.3 Ozone Depleting Substances Used as Refrigerants |
| 1.4.4 Use of Ozone Depleting Substances, Other than Refrigerants |
| 1.4.5 Detail Drawings |
| 1.4.6 Test Procedures |
1.5 DELIVERY, STORAGE, AND HANDLING
| PART 2 PRODUCTS |
| 2.1 IDENTIFICATION PLATES |
| 2.2 EQUIPMENT GUARDS AND ACCESS |
| 2.3 ELECTRICAL WORK |
| 2.4 ANCHOR BOLTS |
| 2.5 PAINTING |
| 2.6 INDOOR AIR QUALITY |
| 2.7 DUCT SYSTEMS |
| 2.7.1 Metal Ductwork |
| 2.7.1.1 Metallic Flexible Duct |
| 2.7.1.2 Insulated Nonmetallic Flexible Duct Runouts |
| 2.7.1.3 General Service Duct Connectors |
| 2.7.2 Duct Access Doors |
| 2.7.3 Fire Dampers |
| 2.7.4 Manual Balancing Dampers |
| 2.7.4.1 Square or Rectangular Dampers |
| 2.7.4.2 Round Dampers |
| 2.7.5 Automatic Balancing Dampers |
| 2.7.6 Automatic Smoke Dampers |
| 2.7.7 Diffusers, Registers, and Grilles |
| 2.7.7.1 Diffusers |
| 2.7.7.2 Registers and Grilles |
| 2.7.8 Louvers |
| 2.7.9 Bird Screens and Frames |
| 2.8 AIR SYSTEMS EQUIPMENT |
| 2.8.1 Fans |
| 2.8.1.1 In-Line Centrifugal Fans |
| 2.8.1.2 Sidewall Propeller Type Fans |
| 2.8.1.3 Centrifugal Type Power Roof Ventilators |
| 2.8.2 Coils |
| 2.8.2.1 Electric Heating Coil |
| 2.8.3 Air Filters |
| 2.8.3.1 Extended Surface Pleated Panel Filters |
| 2.8.3.2 Extended Surface Nonsupported Pocket Filters |
| 2.8.3.3 Cartridge Type Filters |
| 2.8.3.4 Holding Frames |
| 2.8.3.5 Filter Gauges |
| 2.9 AIR HANDLING UNITS |
| 2.9.1 Field-Fabricated Air Handling Units |
| 2.9.2 Factory-Fabricated Air Handling Units |
| 2.9.2.1 Casings |
| 2.9.2.2 Heating and Cooling Coils |
| 2.9.2.3 Air Filters |
| 2.9.2.4 Fans |
| 2.9.2.5 Access Sections and Filter/Mixing Boxes |
| 2.10 TERMINAL UNITS |
| 2.10.1 Room Fan-Coil Units |
| 2.10.1.1 Enclosures |
| 2.10.1.2 Fans |
| 2.10.1.3 Coils |
| 2.10.1.4 Drain Pans |
| 2.10.1.5 Manually Operated Outside Air Dampers |
| 2.10.1.6 Filters |
| 2.10.1.7 Motors |
| 2.10.2 Variable Air Volume (VAV) Units |
| 2.10.2.1 Variable Volume, Single Duct Terminal Units |
| 2.11 FACTORY PAINTING |
| 2.12 SUPPLEMENTAL COMPONENTS/SERVICES |
| 2.12.1 Refrigerant Piping |
| 2.12.2 Condensate Drain Lines |
| 2.12.3 Backflow Preventers |
| 2.12.4 Insulation |
| 2.12.5 Controls |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 INSTALLATION |
| 3.2.1 Condensate Drain Lines |
| 3.2.2 Equipment and Installation |
| 3.2.3 Access Panels |
| 3.2.4 Flexible Duct |
| 3.2.5 Metal Ductwork |
| 3.2.6 Acoustical Duct Lining |
| 3.2.7 Dust Control |
| 3.2.8 Insulation |
| 3.2.9 Duct Test Holes |
| 3.2.10 Power Roof Ventilator Mounting |
| 3.2.11 Power Transmission Components Adjustment |
| 3.3 EQUIPMENT PADS |
| 3.4 CUTTING AND PATCHING |
| 3.5 CLEANING |
| 3.6 PENETRATIONS |
| 3.7 FIELD PAINTING OF MECHANICAL EQUIPMENT |
| 3.8 IDENTIFICATION SYSTEMS |
| 3.9 DUCTWORK LEAK TESTS |
| 3.10 DAMPER ACCEPTANCE TEST |
| 3.11 TESTING, ADJUSTING, AND BALANCING |
| 3.12 PERFORMANCE TESTS |
| 3.13 CLEANING AND ADJUSTING |
| 3.14 OPERATION AND MAINTENANCE |
| 3.14.1 Operation and Maintenance Manuals |
| 3.14.2 Operation and Maintenance Training |
| 23 03 00.00 20.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 RELATED REQUIREMENTS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Material and Equipment Qualifications |
| 1.4.2 Alternative Qualifications |
| 1.4.3 Service Support |
| 1.4.4 Manufacturer's Nameplate |
| 1.4.5 Modification of References |
| 1.4.5.1 Definitions |
| 1.4.5.2 Administrative Interpretations |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 ELECTRICAL REQUIREMENTS |
| 1.7 INSTRUCTION TO GOVERNMENT PERSONNEL |
| 1.8 ACCESSIBILITY |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 PAINTING OF NEW EQUIPMENT |
| 3.1.1 Factory Painting Systems |
| 3.1.2 Shop Painting Systems for Metal Surfaces |
| 23 05 93.pdf |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Similar Terms |
| 1.3 WORK DESCRIPTION |
| 1.3.1 Air Distribution Systems |
| 1.3.2 Related Requirements |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Independent TAB Agency and Personnel Qualifications |
| 1.6 SEQUENCING AND SCHEDULING |
| 1.6.1 DALT and TAB Submittal and Work Schedule |
| 1.6.2 DALT and TAB Submittal and Work Schedule |
| 1.6.2.1 8TDesign Review Report |
| 1.6.2.2 Pre-Field DALT Preliminary Notification |
| 1.6.2.3 Pre-Field TAB Engineering Report |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 WORK DESCRIPTIONS OF PARTICIPANTS |
| 3.2 PRE-DALT/TAB MEETING |
| 3.3 DALT PROCEDURES |
| 3.3.1 Instruments, Consumables and Personnel |
| 3.3.2 Advance Notice of Pre-Final DALT Field Work |
| 3.3.3 Ductwork To Be DALT'd |
| 3.3.4 DALT Testing |
| 3.3.5 Pre-final DALT Report |
| 3.3.6 Quality Assurance - COR DALT Field Acceptance Testing |
| 3.3.7 Additional COR Field Acceptance Testing |
| 3.3.8 Certified Final DALT Report |
| 3.3.9 Prerequisite for TAB Field Work |
| 3.4 TAB PROCEDURES |
| 3.4.1 TAB Field Work |
| 3.4.2 Preliminary Procedures |
| 3.4.3 TAB Air Distribution Systems |
This is the start of the file's text. The full file is on GovTribe.
