3c. Specifications P19818513.PDF

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

DESIGN-BUILD SPECIFICATIONS

FOR

REPLACE FIRE ALARM SYSTEMS-BASE WIDE

AT

CG BASE BOSTON, MA

WORK ORDER No. 19818513

PROJECT ENGINEER BRANCH CHIEF

TECHNICAL DIRECTOR, by direction

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST. SUITE 100

WARWICK, RHODE ISLAND 02886

TABLE OF CONTENTS

SPEC SECTION PAGE TITLE

01 11 00 7 SUMMARY OF WORK

01 11 00 7 GENERAL

01 11 00 7 SUBMITTALS

01 11 00 7 BASE BID ITEM-BUILDING’S 1, 4, 8, 14 & 15

01 11 00 8 BASE BID ITEM-BUILDING 14-CONNECTING TO

THE BOSTON FIRE DEPARTMENT

01 11 00 8 BASE BID ITEM-BUILDING 16

01 11 00 9 BASE BID ITEM-PROFESSIONAL ENGINEERING

SERVICES

01 11 00 11 OPTIONAL BID ITEM #1-BUILDING 7

01 11 00 11 OPTIONAL BID ITEM #2-BUILDING 11

01 11 00 11 OPTIONAL BID ITEM #3-SAND SHED

01 11 00 12 ADDITIONAL REQUIREMENTS

01 11 00 13 MANDATORY SITE VISIT

01 11 00 13 EXISTING CONDITIONS

01 11 00 13 REFERENCE DRAWINGS

01 11 00 15 AS-BUILT DRAWING REQUIREMENTS

01 11 00 16 EXISTING WORK

01 11 00 16 SUPERVISION

01 11 00 17 PRECONSTRUCTION CONFERENCE

01 11 00 17 INSPECTION

01 11 00 17 CONTRACTOR’S DAILY LOG

01 11 00 17 PRODUCTS

01 11 00 17 EXECUTION (Not Used)

01 14 00 18 WORK RESTRICTIONS

01 14 00 18 CONTRACTOR ACCESS AND

USE OF PREMISES

01 14 00 18 PRODUCTS

01 14 00 19 EXECUTION (Not Used)

01 32 00 20 PROJECT SCHEDULE

01 32 00 20 SUBMITTALS

01 32 00 20 CONSTRUCTION SCHED./SCHEDULE OF VALUES

01 32 00 22 PROJECT SCHEDULER QUALIFICATIONS

01 32 00 22 PRODUCTS (Not Used)

01 32 00 22 EXECUTION

01 32 00 22 GENERAL REQUIREMENTS

01 32 00 22 PROJECT SCHEDULE DETAILED REQUIREMENTS

01 32 00 23 REQUESTS FOR TIME EXTENSIONS

01 32 00 24 FAILURE TO ACHIEVE PROGRESS

01 32 00 24 MODIFICATIONS

01 33 00 25 SUBMITTAL PROCEDURES

01 33 00 25 DEFINTIONS

01 33 00 26 SUBMITTALS

01 33 00 26 USE OF SUBMITTAL REGISTER

01 33 00 27 PROCEDURES FOR SUBMITTALS

01 33 00 30 FORMAT OF SUBMITTALS

01 33 00 31 QUANTITY OF SUBMITTALS

01 33 00 31 PRODUCTS (Not Used) 01 33 00 32 EXECUTION (Not Used)

01 35 29 33 SAFETY & OCCUPATIONAL HEALTH REQ.

01 35 29 33 GENERAL

01 35 29 33 REFERENCES

01 35 29 33 SUBMITTALS

01 35 29 33 ACCIDENT PREVENTION PLAN (APP)

01 35 29 34 PRODUCTS (Not Used)

01 35 29 34 EXECUTION

01 35 29 34 CONSTRUCTION

01 35 29 34 PERSONNEL PROTECTION

01 35 29 35 ELECTRICAL

01 35 29 35 HOUSEKEEPING

01 50 00 36 TEMPORARY FACILITIES AND CONTROLS

01 50 00 36 GENERAL

01 50 00 36 REFERENCES

01 50 00 36 TEMPORARY UTILITIES

01 50 00 36 WEATHER PROTECTION

01 50 00 37 STORAGE AREAS

01 50 00 37 TEMPORARY SANITARY FACILITIES

01 50 00 37 TEMPORARY BUILDINGS

01 50 00 37 PRODUCTS (Not Used) 01 50 00 38 EXECUTION (Not Used)

01 57 19 39 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19 39 GENERAL

01 57 19 39 REFERENCES

01 57 19 39 DEFINITIONS

01 57 19 40 SUBMITTALS

01 57 19 40 ENVIRONMENTAL PROTECTION REQUIREMENTS

01 57 19 41 UNFORESEEN HAZARDOUS MATERIAL

01 57 19 41 PRODUCTS (Not Used)

01 57 19 41 EXECUTION

01 57 19 41 PROTECTION OF NATURAL RESOURCES

01 57 19 42 CONTROL AND DISPOSAL OF SOLID WASTE

01 57 19 42 PETROLEUM PRODUCTS

01 57 19 42 RELEASES/SPILLS OF OIL AND HAZ. SUBSTANCES

01 78 00 43 CLOSEOUT SUBMITTALS

01 78 00 43 GENERAL

01 78 00 43 REFERENCES

01 78 00 43 DEFINITIONS

01 78 00 43 SUBMITTALS

01 78 00 43 PRODUCTS

01 78 00 44 EXECUTION

01 78 00 44 FINAL APPROVED SHOP DRAWINGS

01 78 00 44 O & M MANUALS

01 80 00 45 FACILITIES PREVENTATIVE MAINTENANCE

PROGRAM

01 80 00 45 GENERAL

01 80 00 45 OVERVIEW

01 80 00 45 REFERENCES

01 80 00 46 SUBMITTALS

01 80 00 46 PRODUCTS

01 80 00 46 FACILITIES PREVENTATIVE MAINTENANCE

PROGRAM

01 80 00 49 EXECUTION

26 00 00 50 BASIC ELECTRICAL MATERIALS AND METHODS

26 00 00 50 GENERAL

26 00 00 50 REFERENCES

26 00 00 50 RELATED REQUIREMENTS

26 00 00 50 DEFINITIONS

26 00 00 50 ADDITIONAL SUBMITTALS INFORMATION

26 00 00 51 QUALITY ASSURANCE

26 00 00 51 WARRANTY

26 00 00 52 POSTED OPERATING INSTRUCTIONS

26 00 00 52 MANUFACTURER’S NAMEPLATE

26 00 00 52 FIELD FABRICATED NAMEPLATES

26 00 00 52 ELECTRICAL REQUIREMENTS

26 00 00 52 INSTRUCTIONS TO GOV’T PERSONNEL

26 00 00 53 PRODUCTS

26 00 00 53 FACTORY APPLIED FINISH

26 00 00 53 EXECUTION (Not Used)

26 20 00 54 INTERIOR DISTRIBUTION SYSTEM

26 20 00 54 GENERAL

26 20 00 54 REFERENCES

26 20 00 54 RELATED REQUIREMENTS

26 20 00 54 SUBMITTALS

26 20 00 54 PRODUCTS

26 20 00 54 MATERIALS AND EQUIPMENT

26 20 00 55 CABINETS, JUNCTION BOXES & PULL BOXES

26 20 00 55 WIRES AND CABLES

26 20 00 55 HAZARDOUS LOCATIONS

26 20 00 55 NAMEPLATES

26 20 00 55 FIRESTOPPPING MATERIALS

26 20 00 56 EXECUTION

26 20 00 56 INSTALLATION

26 31 64 60 FIRE DET. & ALARM SYSTEM, ADDRESSABLE

28 31 64 60 GENERAL

28 31 64 60 REFERENCES

28 31 64 61 RELATED REQUIREMENTS

28 31 64 61 DESCRIPTION OF WORK

28 31 64 61 SYSTEM DESCRIPTION

28 31 64 62 SUBMITTALS

28 31 64 63 QUALITY ASSURANCE

28 31 64 64 MAINTENANCE

28 31 64 64 PRODUCTS

28 31 64 64 SYSTEM DESIGN

28 31 64 67 COMPONENT DESIGN

28 31 64 70 SURGE PROTECTION

28 31 64 71 EXECUTION

28 31 64 71 INSTALLATION

28 31 64 72 FIELD QUALITY CONTROL

Attachment (1): Equipment Enrollment Form

Attachment (2): CG Base Boston Access Request Form

Attachment (3): CG Drawing Format and Handling Standard

Enclosure (1): CG ISC Boston-Buildings 1, 4, 8, & 15

Drawing Number P636051 Drawing Title: Upgrade Base Fire Alarm System As-Built Drawing Sheets 1 thru 45 of 45

Enclosure (2): CG Building 7

Drawing Number P2255070D18 Drawing Number P2255070D21 Drawing Number P2255070D27

Enclosure (3): US Coast Guard-Building 11

Drawing Number P000275 Drawing Title: Pipe Freeze Protection Drawing Sheets 1 thru 7 of 7

Enclosure (4) US Coast Guard-Building No. 14

Drawing Number P32P02022 Drawing Title: Fire Alarm System Upgrade Drawing Sheets 1 thru 9 of 9

Enclosure (5): US Coast Guard-Building 16

Drawing Number P001906 Drawing Title: Boat Garage Extension Drawing Sheets 16 and 17 of 17 Drawing Sheet 3 of 17

Enclosure (6A): CG Sand Shed

Kirby Building Systems Drawing Set Job Number: K10B0457A DWG. NO. E1 thru E8 DWG NO. 01 thru 04 of 04

Enclosure (6B): CG Sand Shed

Palmer Federal Constructors Project Number: MSB-2010-09 Sheet 1 of 1

--End Table of Contents—

SECTION 01 11 00

SUMMARY OF WORK

PART I GENERAL

1.1 The work includes Design-Build services for upgrades and modifications to the existing base-wide, Simplex manufactured, addressable fire alarm system at US Coast Guard Base Boston. The work shall require professional engineering services using a Massachusetts Registered Professional Engineer (PE)/Designer of Record (DOR). The project is broken down into Base Bid Items and Optional Bid Items as outlined below.

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Professional Engineer-Designer of Record Credentials

SD-11 Closeout Submittals

Elevator re-call testing and certification HVAC duct detector and shut-down testing Ansul/Kitchen suppression system testing and certification Paint Blast Booth-Bldg.14 shut-down testing

1.3 BASE BID ITEM-BUILDING’S 1, 4, 8, 14 & 15

1.3.1 Utilizing the services of a registered Provide Professional Engineer (also the DOR), a

Johnson Control representative and certified fire alarm installers, shall perform the following design and/or construction services.

(a) Retrofit existing Simplex 4100U Fire Alarm Control Units (FACU) to Simplex 4100ES.

This shall include new battery calculations and replacement batteries for each FACU.

Refer to Reference Drawings in Enclosures (1) & (4).

(b) Retrofit annunciators as new with recommended Johnson Controls, Simplex model replacement that is compatible with the 4100ES system. Include battery calculations and replacement batteries. Refer to Reference Drawings in Enclosures (1) & (4).

(c) Replace all existing area smoke, heat, and duct detectors in kind with Simplex manufactured devices. Salvage existing conduit, wiring, manual pull stations, and notification appliances (i.e. horns/strobes). Refer to Reference Drawings in Enclosures

(1) & (4).

(d) Provide Professional Engineering services in accordance with Subpart 1.6 (Base Bid

Item-Professional Engineering Services) and Subpart 1.10 (Additional Requirements) below.

(e) Refer to Subpart 1.12 (Existing Conditions).

1.4 BASE BID ITEM-BUILDING 14-CONNECTING TO THE BOSTON FIRE

DEPARTMENT

1.4.1 Currently, the base fire alarm system does not report off premises. When an alarm condition occurs, CG personnel try and validate the alarm condition and in the event of a fire will call the Boston Fire Department.

1.4.2 There is a fire alarm master box located in Building 14 that is connected to the Boston, MA Fire Departments “City Loop”. However, the base system is not connected to this master box. The Boston Fire Dept. master box in Building 14 is collocated in the same room as the bases main FACU. Refer to Reference Drawings of Enclosure (4).

1.4.3 The Contractor and DOR shall work directly with the Boston Fire Department (BFD) and connect the new Simplex 4100ES in Building 14 to the existing master box such that only alarm conditions are reported directly to the BFD. This connection shall be detailed in the As-Built drawings and one-line diagrams.

1.4.4 Base Boston will work directly with Boston Fire Department to complete any required paperwork for the annual fee.

1.4.5 Boston Fire Department Points of Contact

Stephen Keeley CMCP, Superintendent - S1 Boston Fire Alarm Division Boston Fire Department O: 617-343-2060 C: 617-594-3103

Mr. Sean McGonagle, Boston FD Fire Alarm Construction, General Foreman Mobile: 617-909-1210

1.5 BASE BID ITEM-BUILDING 16

1.5.1 Building 16 has an existing fire alarm with a Simplex 4006 FACU, two (2) Simplex heat detectors and an exterior fire alarm strobe above the entrance personnel doors. However, the building is not connected to the main FACU in Building 14. Refer to Reference Drawings of Enclosure (5).

1.5.2 Design and construct a means to connect the Building 16 FACU to the main FACU in

Building 14. Ideally, this would be done as a wireless connection between the two buildings. There is an underground conduit system between Building 16 and Building 14 as shown in Reference Drawing for Building 16-Enclosure (5). However, it is unknown whether there is a “spare” that can be utilized and shall be determined by the DOR.

1.5.3 Replace the two (2) existing heat detectors as new and in kind with Simplex model device, however, the DOR shall inspect the building space for additional coverage as there is a HAZMAT section which stores oil and electronic waste. Install additional devices as necessary and update this in the As-Built drawings.

1.6 BASE BID ITEM-PROFESSIONAL ENGINEERING SERVICES

1.6.1 Building’s 1, 4, 8, 14 & 15

1.6.1.1 Professional Engineer Credentials

(a) The Professional Engineer (PE) shall be registered in the State of Massachusetts and experienced in the design of fire alarm and fire protection building systems. Submit a copy of the engineer’s license and experience.

(b) All work shall be in strict accordance with NFPA, IFC, and State of Massachusetts.

1.6.1.2 Contractor in conjunction with the services of a registered professional engineer or architect shall inspect the building plans provided in Enclosures (1) & (4) at the project site for accuracy. This shall include, but not limited to location of walls, doors, windows, and fire alarm devices. Mark up and correct the reference drawings in Enclosures (1) & (4) to depict the proper room configuration (i.e. location of walls, doors, windows), location of fire alarm devices, description of room (i.e. office, berthing, kitchen/galley), room number, and create as built Auto CAD drawings in accordance with Attachment (2)-CG Drawing Format and Handling Standard and Subpart 1.14 (As-Built Drawings).

1.6.1.3 Upon creation of accurate, existing as-built drawings of the Reference Drawings in

Enclosures (1) & (4), utilize the services of a registered professional engineer, designated as the Designer of Record (DOR), to visit the site and identify if the current fire alarm configuration within each building space, is in compliance with the current NFPA codes and standards for the occupancy type of the space (i.e. office, berthing, kitchen/galley).

1.6.1.4 Any building spaces not in compliance with the current NFPA fire alarm related codes or standards shall be corrected on the plans by the DOR leading an NFPA compliant fire alarm system to include updated set of as-built plans reflecting the revisions from the existing conditions. This shall include all labor and materials associated with modifying the fire alarm to include device(s), conduit, wiring and programming.

1.6.1.5 Contractor shall work closely with Johnson Controls to select the ideal detection, initiation, and/or notification appliance. Johnson Control/Simplex point of contact is:

Mr. Alex Sinclair Electronic Systems Sales Executive

Johnson Controls Inc.

Mobile: 617.592.0276

Alex.Sinclair@JCI.com

1.6.1.6 Walk the means of egress for each building and assure there are manual pull stations in accordance with NFPA. For example, the corridors around the shops in Building 14.

1.6.1.7 The DOR shall consider there are a significant number of sleeping/berthing rooms.

Carefully inspect and assure to meet the NFPA requirement of providing the appropriate decibel levels “at the pillow”. Add horns where needed to comply with

NFPA.

1.6.1.8 Currently the Building’s 1 & 4 fire alarm systems are independent and have their own

Simplex 4100U FACU. However, these two buildings are basically one building structure. A fire alarm in Building 1 does not alert the people in Building 4. It is the desire of the CG to have an alarm condition in either Building 1 or Building 4 to alert all occupants in both buildings. The Contractor and Designer of Record (DOR) shall work with Johnson Controls to determine a means of notifying occupants of both Building 1 & 4 during an alarm. This is typical of Building’s 8 & 15 as well. The CG wishes for occupants of both Building 8 & 15 to be notified during an alarm in either building.

1.6.1.9 Fire alarm suppression systems shall remain as is except for re-connecting, programming into the new FACU.

1.6.1.10 For bidding purposes associated with updating the reference drawing plans for these buildings, creating as-built drawings, the need to add fire alarm devices to comply with the current room configurations and occupancy type, assume the following:

(1) Professional Engineer-240 hours

(2) Architect-160 hours

(2) CAD Professional-120 hours

(3) Replacement of two (2) explosion-proof, addressable, manual pull stations.

(4) Addition of ten (10) addressable smoke detectors to include complete installation of conduit, wiring, and programming. As and where determined by the DOR.

(5) Addition of ten (10) addressable heat detectors to include complete installation of conduit, wiring, and programming. As and where determined by the DOR.

(6) Addition of ten (10) horn/strobe units to include complete installation of conduit, wiring, and programming. As and where determined by the DOR.

(7) Addition of ten (10) addressable manual pull stations to include complete installation of conduit, wiring, and programming. As and where determined by the

DOR.

1.6.2 All Buildings

1.6.2.1 Designer of Record shall be responsible for reviewing, rejecting, and/or approving all technical submittals. However, the U.S. Coast Guard shall also have the opportunity to review and comment on all submittals; both technical and contractual.

1.6.2.2 Designer of Record shall be available to answer all design and construction questions that the Government may have pertaining to the project design documents.

1.6.2.3 Create new As-Built drawings in accordance with Subpart 1.14 to include a new room numbering system in accordance with Subpart 1.10.3 (Room Numbering System) below.

1.6.2.4 The DOR shall also provide design and consulting services for the Optional Bid Items listed below.

1.7 OPTIONAL BID ITEM #1-BUILDING 7

1.7.1 Building 7 is an unconditioned (no HVAC) space with no fire alarm or fire protection system. DOR shall research best type of fire alarm detection for this unconditioned space to include detector (s), outdoor fire alarm beacon, and connect wirelessly to the main Simplex 4100ES FACU in Building 14.

1.8 OPTIONAL BID ITEM #2-BUILDING 11

1.8.1 Building 11 is an unconditioned (no HVAC) space with no fire alarm or fire protection system. DOR shall research best type of fire alarm detection for this unconditioned space to include detector (s), outdoor fire alarm beacon, and connect wirelessly to the main Simplex 4100ES FACU in Building 14.

1.9 OPTIONAL BID ITEM #3-SAND SHED

1.9.1 The Sand Shed has no fire alarm or fire protection system. DOR shall research best type of fire alarm detection for this space which has heat in the winter months but no air conditioning for the summer. This shall include an FACU, detector (s), outdoor fire alarm beacon, and connect wirelessly to the main Simplex 4100ES FACU in Building 14.

1.10 ADDITIONAL REQUIREMENTS

1.10.1 Provide the following services for Building’s 1, 4, 8, 14 & 15 using qualified licensed/certified professionals. Refer to Specification Section 28 31 64 Subpart 1.6.

(a) Utilizing the services of a licensed/certified fire alarm technician from Johnson Controls, in conjunction with a licensed elevator contractor, test and certify that the elevators and associated replacement elevator re-call detectors, are operating and coordinated in strict accordance with the applicable sections of NFPA, the State of Massachusetts, and City of Boston. Submit to the Contracting Officer documentation of the testing and confirmation that the elevators and associated elevator recall were successfully tested in accordance with NFPA, State of Massachusetts, and City of Boston.

(b) Utilizing the services of a licensed/certified fire alarm technician from Johnson Controls, in conjunction with a licensed HVAC contractor, test and certify that the newly replaced duct detectors HVAC shut-down functions is operating in strict accordance with the applicable sections of NFPA and Specification Section 28 31 64. Submit to the Contracting Officer documentation of the testing and confirmation that the shut-down tests were successful and in accordance with NFPA and Specification Section 28 31 64.

(c) Utilizing the services of a licensed/certified fire alarm technician from Johnson Controls, in conjunction with the vendor of the kitchen/galley ANSUL type suppression system, test and certify that the existing suppression system control panel has been re-connected and programmed into the new fire alarm control unit (FACU) in strict accordance with the manufacturer of the FACU, applicable sections of NFPA, and Specification Section 28 31 64. Submit documentation the system is in accordance with NFPA and State of Massachusetts.

(d) Utilizing the services of a licensed/certified fire alarm technician from Johnson Controls, in conjunction with a qualified licensed contractor from the blast bay system in Building 14, test and certify that the existing has been re-connected in strict accordance with the manufacturer of the FACU, and applicable sections of NFPA. The Building 14 paint blast bay automatically shuts down in the event of a fire alarm. Re-certify to include a shut-down test in accordance with NFPA.

1.10.2 Simplex/Johnson Controls Manufacturer's Representative

(a) Provide testing in accordance with Specification Section 28 31 64.

1.10.3 Room Numbering System

(a) Building number (BD 1.223) as an example would be building 1 deck 2, Another example BD4.301 would be bldg. 4 deck 3.

1.11 MANDATORY SITE VISIT

1.11.1 Upon award of the contract, the prime contractor, Designer of Record (DOR) and associated sub-contractors, shall perform a detailed site visit to field-verify all existing conditions.

1.12 EXISTING CONDITIONS

1.12.1 Building’s 1, 4, 8, 14, 15 have a Simplex manufactured, addressable fire alarm system throughout the facility (i.e. fire alarm control units, annunciators, smoke/heat/duct detectors, manual pull stations and notification appliances (horns/strobes/beacons).

1.12.2 Building 14 has the main Simplex 4100U Fire Alarm Control Unit (FACU) for the base and monitors the Simplex 4100U FACU in Buildings, 1, 4, 8, and 15. Each buildings fire alarm devices are connected to and report to the Simplex 4100U FACU in that respective building.

1.12.3 Building 7 is a dedicated space for electrical switchgear and dry-type transformers. The space is one room which is unconditioned (no HVAC) and has no fire alarm or suppression systems.

1.12.4 Building 11 is dedicated to electrical equipment and like Building 7, is an unconditioned space and has no fire alarm or suppression system.

1.12.5 Building 16 contains a fire alarm control panel, heat detectors and an exterior fire alarm beacon to indicate if an alarm is present in that building. However, it is not monitored by or connected to the base-wide system in Building 14.

1.12.6 Sand Shed is a sand shelter with maintenance vehicles parked within. The space has a boiler for heat but no air conditioning. There is no fire alarm or suppression system.

1.13 REFERENCE DRAWINGS

1.13.1 The following Reference Drawing Enclosures are intended for reference purposes only to assist with the new design. The fire alarm devices and associated wiring within these drawing are shown for demolition unless otherwise noted. These devices are shown diagrammatically and may not include all fire alarm devices to be removed. If available (see below), upon award of the contract, and written request to the Contracting Officer, the Contractor shall be provided with the AutoCAD (.dwg) file for each drawing sheet listed below. However, they will not be in the current AutoCAD 2020 format.

Enclosure (1): CG ISC Boston-Buildings 1, 4, 8, & 15

Drawing Number P636051 Drawing Title: Upgrade Base Fire Alarm System As-Built Drawing Sheets 1 thru 45 of 45

Only Drawing Sheets D01 thru D27 available in AutoCAD

Enclosure (2): CG Building 7

Drawing Number P2255070D18 Drawing Number P2255070D21 Drawing Number P2255070D27 AutoCAD file available

Enclosure (3): US Coast Guard-Building 11

Drawing Number P000275 Drawing Title: Pipe Freeze Protection Drawing Sheets 1 thru 7 of 7

Enclosure (4) US Coast Guard-Building No. 14

Drawing Number P32P02022 Drawing Title: Fire Alarm System Upgrade Drawing Sheets 1 thru 9 of 9 No AutoCAD files available

Enclosure (5): US Coast Guard-Building 16

Drawing Number P001906 Drawing Title: Boat Garage Extension Drawing Sheets 16 and 17 of 17

Enclosure (6A): CG Sand Shed

Kirby Building Systems Drawing Set Job Number: K10B0457A DWG. NO. E1 thru E8 DWG NO. 01 thru 04 of 04 No AutoCAD file available

Enclosure (6B): CG Sand Shed

Palmer Federal Constructors Project Number: MSB-2010-09 Sheet 1 of 1

Cummings Engineering

Drawing E1

1.14 AS-BUILT DRAWING REQUIREMENTS

1.14.1 As-Built Drawing Requirements

(a) Upon award and Contractor’s written request to the Contracting Officer, the CG shall provide the Contractor with an electronic version of the CG standard AutoCAD drawing template that shall be used by the Contractor for their new As-Built drawing set.

(b) New As-Built Drawings shall be created in strict accordance with Attachment (3).

(c) The Contractor shall provide a separate set of drawings for each building. Drawings shall be stamped by a registered Professional Fire Protection Engineer. Each set of construction drawings shall include at a minimum, the following sheets:

Cover Sheet Legend, Notes & Abbreviations Existing Site Plan Existing Floor Plans (for each floor of each building) New Site Plan New Floor Plans (for each floor of each building) Riser Diagrams (showing device ratings).

(d) Prior to the start of construction, Contractor is required to submit for approval three (3) separate sets of construction drawings; one set for each building. A registered engineer in the state in which the work will be performed MUST stamp each drawing set of As- Builts.

1.14.2 Markup Guidelines

Make comments and markup the drawings complete without reference to letters, memos, or materials that are not part of the As-Built drawing. Show what was changed, how it was changed, where item(s) were relocated and change related details. These working as-built markup prints must be neat, legible and accurate as follows:

a. Use base colors of red, green, and blue. Color code for changes as follows:

(1) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes.

(2) Deletions (Red) - Over-strike deleted graphic items (lines), lettering in notes and leaders.

(3) Additions (Green) - Added items, lettering in notes and leaders.

b. Provide a legend if colors other than the "base" colors of red, green, and blue are used.

c. Use frequent written explanations on markup drawings to describe changes. Do not totally rely on graphic means to convey the revision.

d. Use legible lettering and precise and clear digital values when marking prints. Clarify ambiguities concerning the nature and application of change involved.

e. For deletions, cross out all features, data and captions that relate to that revision.

h. For changes on small-scale drawings and in restricted areas, provide large-scale inserts, with leaders to the applicable location.

1.14.3 As-Built Drawings Content

a. The location and dimensions of any changes within the building structure.

b. Layout and schematic drawings of electrical circuits and piping.

c. Changes or Revisions which result from the final inspection.

d. Where contract drawings or specifications present options, show only the option selected for construction on the working as-built markup drawings.

e. Changes in location of equipment and architectural features.

1.15 EXISTING WORK

1.15.1 In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

(a) Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

(b) Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer.

At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.16 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills. No site work shall be performed without an approved Site Supervisor present on site.

1.17 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.18 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.19 CONTRACTOR’S DAILY LOG

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

PART 2 PRODUCTS

All replacement and new fire alarm devices shall be manufactured by Simplex/Johnson Controls.

Refer to Specification Section 28 31 64.

PART 3 EXECUTION

Not used.

--End of Section—

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Base Access Request List

General/Prime Contractor shall submit to the Contracting Officer and CG Construction Project Manager a Base Boston Access Request List/Form provided in Attachment (2) for all contractors and sub-contractors that will be working on the base. Submit via email a minimum of seven calendar days prior to needing base access to allow for CG security to process each person on the request form.

1.1.2 Parking and Parking Restrictions

The prime contractor and their fire alarm sub-contractor shall be allowed one full size pick-up truck or utility/company van each to park on base. All other vehicles shall utilize local parking off-base at their own expense.

1.1.3 Station Regulations

(a) Ensure that Contractor personnel employed at each CG site become familiar with and obey base regulations including safety, fire, traffic and security regulations.

(b) The Contractor shall be working around existing buildings which are occupied. Do not enter any buildings without a USCG escort. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer, Commanding Officer, or Officer-in-Charge of the facility.

(c) The Contractor's equipment shall be conspicuously marked for identification.

1.1.2 Working Hours

Monday through Friday (excluding Federal Holidays) from 0700-1600. Contractor may request in writing for approval to work outside these hours; however, the request may or may not be approved.

Use only Simplex manufactured fire alarm devices unless otherwise recommended by Johnson Controls.

SECTION 01 32 00

PROJECT SCHEDULE

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.1.1 SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

Approval of the above submittals is required prior to the start of construction

1.2 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the KO. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

1.2.1 SD-01 Contents

a. Bonds

b. Pre-Construction Submittals

c. Mobilization

d. Work Activities

e. Factors which Constitute Potential Interruptions to Unit Operations

f. Potential Interruptions to Unit Operations

g. Quality Control

h. In-Progress Submittals

i. Close-Out Submittals: i.e. Testing Balancing Reports, Warranties, Operation and

Maintenance Manuals, Posted Instructions.

j. As-Built Drawings

k. Demobilization

1.2.1.1 Definitions

a. Pre-Construction Submittals: Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. KTR shall annotate all such activities into the progress schedule with their forecasted time periods. These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

b. Mobilization: Mobilization is defined as having equipment AND having a physical presence of at least one person from the KTR's team on the jobsite.

c. Work Activities: The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per.

1.2.2 Format

The Construction Schedule shall be provided in a horizontal Gantt-chart format and prepared using MS PROJECT or approved equal. Include any constraints and work restrictions (e.g., exclusionary periods, holidays, government scheduled events, etc.), phasing, work performed by the government, staging of construction for major portions of the work, and milestones.

Subdivide schedule into sufficient number of work activities to accurately display the work schedule, sequence of work, activity duration, and interdependence of each activity. Clearly show the activities of the critical path. The critical path is defined as the longest path.

The Schedule of Values shall be provided on the attached KTR’s Schedule of Values Form.

Provide one (1) electronic copy of both the Construction Schedule and Schedule of Values in PDF format as well as one (1) electronic copy of the Construction Schedule in MS PROJECT format prior to the start of construction. Provide updated versions in accordance with paragraph Updated Schedules.

1.2.3 KTR Schedule Responsibilities

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the KTR. Payments will not be made until the schedule of prices has been submitted to and approved by the KO.

1.2.4 Updated Schedules

Update the Construction Schedule, Schedule of Values, and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring once the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2 years of experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification.

Representative must have a comprehensive knowledge of CPM scheduling principles and application. Qualifications shall be submitted upon request of the COR.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

If the KO directs schedule revisions, and those revisions have not been included in subsequent Project Schedule revisions or updates, the KO may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.2.2 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies.

Long lead procurement activities are those with an anticipated procurement sequence of over 60 calendar days.

3.2.3 Government Activities

Show Government and other agency activities that could impact progress. These activities include, but are not limited to approvals, environmental permit approvals by State and/or Federal regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.2.4 Phase of Work

Assign Phase of Work to all activities. Examples of phase of work are procurement phase and construction phase.

3.2.5 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the KO. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

3.2.6 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the KO. Activity number and description changes are considered new activities and cannot be changed without KO approval.

3.2.7 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value.

3.2.8 Remaining Duration

Update the remaining duration for each activity based on the number of estimated workdays it will take to complete the activity.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the KO in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s).

3.3.2 Time Extension

No time extension will be granted without KO approval of the Justification of Delay and time impact analysis. Approval will not be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the KTR's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the KO may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra workdays, etc.

3.4.1 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the KO pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.5 MODIFICATIONS

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification.

Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)".

Submittals also are grouped as follows:

Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Submittal register Construction Schedule/Schedule of Values Health and safety plan Environmental protection plan

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SD-05 Design Data

Calculations, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Final acceptance test and operational test procedure.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings Special warranties Training plan

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered by government.

Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and (f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals.

Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule. Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the CG Construction Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority that includes 10 business days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved

Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise the Contracting Officer of variations as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for re-submittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of

5 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as

"approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item

Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled

"Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "rejected" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section as a…