B.08.03_AMD 02_2-7-20.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

REECE ROAD ACCESS CONTOL POINT, FORT MEADE, MD

Please see attached.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Feb-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DR20B0002

X 9B. DATED (SEE ITEM 11)

17-Jan-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Feb-2020

CODE

USACE BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

AMENDMENT NO. 0002 TO W912DR-20-B-0002

Reece Road Access Control Point, Fort Meade, MD

EFFECTIVE 07 FEBRUARY 2020

SPECIFICATIONS:

1) Section 01 05 00, paragraph 1.2.2: Delete paragraph in its entirety.

2) Section 01 14 00, paragraph 1.2.2.3: Delete the paragraph in its entirety replace with the following:

"For entry to the installation: During Phase I, Contractors may enter the base and construction site from MD 175 to Reece Rd. Once Phase II begins, construction vehicles must enter the NSA Vehicle and Cargo Inspection Facility (VCIF) at Mapes/32, open daily, 0500-2200. The NSA VCIF is for commercial vehicles only and not an approved access point for Ft Meade. During Phase II, Contractor POVs must enter through another ACP. See contract drawings for site construction entrance locations."

3) Section 01 30 10, paragraph 1.17: Add the following sentence to the end of the paragraph:

“The Contractor is responsible for DPW Excavation/Paving Permit.”

4) Section 01 30 10: Insert Fort Meade DPW Excavation/Paving Permit form at the end of section.

5) Section 01 57 19, paragraph 3.2.1: Delete the first sentence and replace with the following:

"See Section 01 30 10 paragraph 1.17 PERMITS."

6) Section 01 57 19, paragraph 3.2.1.2: Delete the paragraph as originally issued and replace with the following:

"See Section 01 30 10 paragraph 1.17 PERMITS."

7) Section 01 74 19: Insert specification section after specification section 01 58 00

TEMPORARY CONSTRUCTION FACILITIES.

8) Section 05 30 00 Metal Decking Insert specification section after section 05 12 00

9) Section 13 34 21, paragraph 2.1.4.1: Delete paragraph in its entireity.

10) Section 13 34 21, paragraph 2.1.5: Delete paragraph and replace with the following:

“Structural framing to be internal to metal clad walls of three (3") inches thick having an internal and external applied face of aluminum prefinished panels of thickness necessary to achieve UL 752 criteria as specified. Overall wall assemblies with thermal insulation

EFFECTIVE 07 FEBRUARY 2020

providing minimum R-12 using rigid insulation. Wall assemblies shall be removable and replaceable. Finish and surface of aluminum to be prefinished and smooth. Completed installation shall be weather tight & field finished with and exterior face brick veneer water table as indicated on drawings.”

11) Section 13 34 21, paragraph 2.1.13: Delete the paragraph as originally issued and replace with the following:

"At each prefabricated unit, provide tubular wireway with removable cover for concealed power and communication runs. Provide (3) 115v quadruplex outlets, (1) duplex receptacle, (1) exterior mounted GFI, weatherproof duplex receptacle, two (2) surface-mounted light fixtures, one 208/120V panel board with 60 amp main circuit breaker to power guard booth and traffic control arm. Wiring shall be complete and conform to UL specifications for operation of factory-installed lights and HVAC package unit, 115v, and main panel board. Provide grounding in accordance with the National Electric Code.

Provide one (4) 8 - Pin modular RJ-45 CAT 6 connectors and (1) RJ-11 connector in a double gang junction box with a double gang faceplate inside each prefabricated unit.

Provide balanced magnetic switches on doors. Roof of the guard booth shall be capable of having roof mounted CCTV cameras. Deliver prefabricated units ready for final connections at the site.

Provide surface mounted LED lighting utilizing to provide 30 foot candles of horizontal illumination 30 inches above the finished floor. Ceiling mounted lighting shall be controlled by a single poled switch mounted adjacet to the door.

Provide a low brightness Light Emmitting Doide (LED) surface mounted light adjacent to the door on the exterior to provide 20 fc of horizontal illumination at the ground within 5 feet of the door of the guard booth. Exterior surface mounted light shall be controlled by a single pole switch mounted inside the guard booth adjacent to the door."

12) Section 26 32 14.00, paragraph 2.4: Delete the first sentence and replace with the following:

"Each engine shall operate on No. 2-D diesel conforming to ASTM D975, shall be designed for stationary applications and shall be complete with ancillaries."

13) Section 28 31 76: Delete the specification section in its entirety.

DRAWINGS:

14) Sheet GI003: Delete listed drawing B-102 BORING PLAN – PROPOSED

LOCATIONS.

EFFECTIVE 07 FEBRUARY 2020

15) Sheet AE101G: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated FEB 2020.

16) Sheet AE201G: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated FEB 2020.

17) Sheet AE301G: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated FEB 2020.

18) Sheet ESL102 & ESL103: Delete General Note #1 as originally issued and replace with the following:

"Work on this sheet shall be done by both BGE and the general contractor. Refer to spec 01 05 00 paragraph 1.4.2 for the delineation of work between BGE and the contractor."

GENERAL:

19) RFP Scope of Work: Delete “fire protection and alarm systems” in the first sentence.

ACP Reece Road, Ft Meade MEADEACPREECE

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

PART 1 GENERAL

1.1 REFERENCES

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

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED BD+C (2009; R 2010) Leadership in Energy and Environmental Design(tm) Building Design and Construction (LEED-NC)

LEED GBDC Ref Guide (2009; R 2010) LEED Reference Guide for Green Building Design, Construction and Major Renovations of Commercial and Institutional Buildings including Core & Shell and K-12 Projects

1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. Divert a minimum of 60 percent by weight of total project solid waste from the landfill.

1.3 MANAGEMENT

Develop and implement a waste management program. Take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construction process but not incorporated into the work. In the management of waste, consider the availability of viable markets, the condition of the material, the ability to provide the material in suitable condition and in a quantity acceptable to available markets, and time constraints imposed by internal project completion mandates. Implement any special programs involving rebates or similar incentives related to recycling of waste. Revenues or other savings obtained for salvage, or recycling accrue to the Contractor.

Appropriately permit firms and facilities used for recycling, reuse, and disposal for the intended use to the extent required by federal, state, and local regulations. Also, provide on-site instruction of appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

SECTION 01 74 19 Page 1

1.4 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Waste Management Plan; G RO; ( LEED BD+C)

SD-11 Closeout Submittals

Records; ( LEED BD+C)

1.5 MEETINGS

Conduct Construction Waste Management meetings. After award of the Contract and prior to commencement of work, schedule and conduct a meeting with the Contracting Officer to discuss the proposed Waste Management Plan and to develop a mutual understanding relative to the details of waste management. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting outlined in Section 01 45 00.00 10 QUALITY CONTROL. At a minimum, discuss environmental and waste management goals and issues at the following additional meetings:

a. Pre-bid meeting.

b. Preconstruction meeting.

c. Regular QC meetings.

d. Work safety meetings.

1.6 WASTE MANAGEMENT PLAN

Submit a waste management plan within 15 days after notice to proceed and not less than 10 days before the preconstruction meeting. The plan demonstrates how to meet the the project waste diversion goal. Also, include the following in the plan:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Description of the regular meetings to be held to address waste management.

d. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

e. Characterization, including estimated types and quantities, of the waste to be generated.

SECTION 01 74 19 Page 2

f. Name of landfill and/or incinerator to be used and the estimated costs for use, assuming that there would be no salvage or recycling on the project.

g. Identification of local and regional reuse programs, including non-profit organizations such as schools, local housing agencies, and organizations that accept used materials such as materials exchange networks and Habitat for Humanity. Include the name, location, and phone number for each reuse facility to be used, and provide a copy of the permit or license for each facility.

h. List of specific waste materials that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled. Identify the recycling facilities by name, location, and phone number, including a copy of the permit or license for each facility.

i. Identification of materials that cannot be recycled/reused with an explanation or justification, to be approved by the Contracting Officer.

j. Description of the means by which any waste materials identified in item (h) above will be protected from contamination.

k. Description of the means of transportation of the recyclable materials (whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler and removed from the site).

l. Anticipated net cost savings determined by subtracting Contractor program management costs and the cost of disposal from the revenue generated by sale of the materials and the incineration and/or landfill cost avoidance.

Revise and resubmit Plan as required by the Contracting Officer. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the Waste Management Plan to each subcontractor, the Quality Control Manager, and the Contracting Officer.

1.7 RECORDS

Maintain records to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. Keep records in accordance with the LEED GBDC Ref Guide and using the LEED BD+C Letter Template. Make the records available to the Contracting Officer during construction, and include in the Sustainability Notebook a copy of the records.

1.8 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste products in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and enclosures around recyclable material storage areas which are

SECTION 01 74 19 Page 3 nonhazardous and recyclable or reusable. Locate out of the way of construction traffic. Provide adequate space for pick-up and delivery and convenience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and handle recyclable materials to prevent contamination of materials from incompatible products and materials.

Clean contaminated materials prior to placing in collection containers.

Use cleaning materials that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Separate materials by one of the following methods:

1.8.1 Source Separated Method.

Separate waste products and materials that are recyclable from trash and sorted as described below into appropriately marked separate containers and then transported to the respective recycling facility for further processing. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process). Separate materials into the following category types as appropriate to the project waste and to the available recycling and reuse programs in the project area:

a. Land clearing debris.

b. Asphalt.

c. Concrete and masonry.

d. Metal (e.g. banding, stud trim, ductwork, piping, rebar, roofing, other trim, steel, iron, galvanized, stainless steel, aluminum, copper, zinc, lead brass, bronze).

(1) Ferrous.

(2) Non-ferrous.

e. Wood (nails and staples allowed).

f. Debris.

g. Glass (colored glass allowed).

h. Paper.

(1) Bond.

(2) Newsprint.

(3) Cardboard and paper packaging materials.

i. Plastic.

Type

1 Polyethylene Terephthalate (PET, PETE)

SECTION 01 74 19 Page 4

Type

2 High Density Polyethylene (HDPE)

3 Vinyl (Polyvinyl Chloride or PVC)

4 Low Density Polyethylene (LDPE)

5 Polypropylene (PP)

6 Polystyrene (PS)

7 Other. Use of this code indicates that the package in question is made with a resin other than the six listed above, or is made of more than one resin listed above, and used in a multi-layer combination.

j. Gypsum.

k. Non-hazardous paint and paint cans.

l. Carpet.

m. Ceiling tiles.

n. Insulation.

o. Beverage containers.

1.8.2 Co-Mingled Method.

Place waste products and recyclable materials into a single container and then transport to a recycling facility where the recyclable materials are sorted and processed.

1.8.3 Other Methods.

Other proposed methods may be used when approved by the Contracting Officer.

1.9 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals approved by the Contracting Officer and in compliance with waste management procedures. Except as otherwise specified in other sections of the specifications, dispose of in accordance with the following:

1.9.1 Reuse.

Give first consideration to salvage for reuse since little or no re-processing is necessary for this method, and less pollution is created when items are reused in their original form. Consider sale or donation of waste suitable for reuse.

SECTION 01 74 19 Page 5

1.9.2 Recycle.

Recycle waste materials not suitable for reuse, but having value as being recyclable. Recycle all fluorescent lamps, HID lamps, and mercury-containing thermostats removed from the site. Arrange for timely pickups from the site or deliveries to recycling facilities in order to prevent contamination of recyclable materials.

1.9.3 Waste.

Dispose of materials with no practical use or economic benefit to waste-to-energy plants where available. As the last choice, dispose of materials at a landfill or incinerator.

1.9.4 Return

Set aside and protect misdelivered and substandard products and materials and return to supplier for credit.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section --

SECTION 01 74 19 Page 6

SECTION 05 30 00

STEEL DECKS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI D100 (1991; R 2008) Cold-Formed Steel Design Manual

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A792/A792M (2010) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1149 (2007; R 2012) Standard Test Method for Rubber Deterioration - Surface Ozone Cracking in a Chamber

ASTM D746 (2014) Standard Test Method for

SECTION 05 30 00 Page 1

Brittleness Temperature of Plastics and Elastomers by Impact

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

FM DS 1-28R (1998) Data Sheet: Roof Systems

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 20 (2002; E 2004) Zinc-Rich Primers (Type I, Inorganic, and Type II, Organic)

STEEL DECK INSTITUTE (SDI)

ANSI/SDI QA/QC (2017) Standard for Quality Control and Quality Assurance for Installation of Steel Deck

SDI DDM04 (2015; Errata 1-3 2016; Add 1 2015; Add 2 20162006) Diaphragm Design Manual; 4th Edition

SDI DDP (1987; R 2000) Deck Damage and Penetrations

SDI MOC3 (2016) Manual of Construction with Steel Deck (3rd Edition)

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2013; with Change 4, 2018) Structural Engineering

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

29 CFR 1926 Safety and Health Regulations for Construction

UNDERWRITERS LABORATORIES (UL)

UL 580 (2006; Reprint Nov 2018) UL Standard for Safety Tests for Uplift Resistance of Roof Assemblies

UL Fire Resistance (2014) Fire Resistance Directory

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29, SUSTAINABITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 05 30 00 Page 2

SD-02 Shop Drawings

Fabrication Drawings; G

SD-03 Product Data

Accessories

Deck Units

Galvanizing Repair Paint

Mechanical Fasteners

Touch-Up Paint

Sound Absorbing Materials

Welding Equipment

Welding Rods and Accessories

Recycled Content of Steel Products; S

SD-04 Samples

Metal Roof Deck Units

Cellular Metal Floor Deck Units

Flexible Closure Strips

Acoustical Material

SD-05 Design Data

Deck Units;

SD-07 Certificates

Powder-Actuated Tool Operator

Welder Qualifications

Welding Procedures

Fire Safety

Wind Storm Resistance

Manufacturer's Certificate

SECTION 05 30 00 Page 3

1.3 QUALITY ASSURANCE

1.3.1 Deck Units

Furnish deck units and accessory products from a manufacturer regularly engaged in manufacture of steel decking. Provide manufacturer's certificates attesting that the decking material meets the specified requirements.

1.3.2 Certification of Powder-Actuated Tool Operator

Provide manufacturer's certificate attesting that the operators are authorized to use the low velocity powder-actuated tool.

1.3.3 Qualifications for Welding Work

Follow Welding Procedures of AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding. Submit qualified Welder Qualifications in accordance with AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding, or under an equivalent approved qualification test. Perform tests on test pieces in positions and with clearances equivalent to those actually encountered. If a test weld fails to meet requirements, perform an immediate retest of two test welds until each test weld passes.

Failure in the immediate retest will require the welder be retested after further practice or training, performing a complete set of test welds.

Submit manufacturer's catalog data for Welding Equipment and Welding Rods and Accessories.

1.3.4 Regulatory Requirements

1.3.4.1 Fire Safety

Test roof deck as a part of a roof deck construction assembly of the type used for this project, listing as fire classified in the UL Fire Resistance , or listing as Class I construction in the FM APP GUIDE, and so labeled.

1.3.4.2 Wind Storm Resistance

Provide roof construction assembly capable of withstanding a nominal uplift pressure of 60 pounds per square foot when tested in accordance with the uplift pressure test described in the FM DS 1-28R or as described in UL 580 and in general compliance with UFC 3-301-01 .

1.3.5 Fabrication Drawings

Show type and location of units, location and sequence of connections, bearing on supports, methods of anchoring, attachment of accessories, adjusting plate details, cant strips, ridge and valley plates, metal closure strips, size and location of holes to be cut and reinforcement to be provided, the manufacturer's erection instructions and other pertinent details.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver deck units to the site in a dry and undamaged condition. Store and handle steel deck in a manner to protect it from corrosion, deformation, and other types of damage. Do not use decking for storage or as working platform until units have been fastened into position.

SECTION 05 30 00 Page 4

Exercise care not to damage material or overload decking during construction. The maximum uniform distributed storage load must not exceed the design live load. Stack decking on platforms or pallets and cover with weathertight ventilated covering. Elevate one end during storage to provide drainage. Maintain deck finish at all times to prevent formation of rust. Repair deck finish using touch-up paint. Replace damaged material.

1.5 DESIGN REQUIREMENTS FOR ROOF DECKS

1.5.1 Properties of Sections

Properties of metal roof deck sections must comply with engineering design width as limited by the provisions of AISI D100 .

1.5.2 Allowable Loads

Indicate total uniform dead and live load for detailing purposes.

PART 2 PRODUCTS

2.1 DECK UNITS

Submit manufacturer's design calculations, or applicable published literature for the structural properties of the proposed deck units.

2.1.1 Roof Deck

Conform to ASTM A792/A792M or ASTM A1008/A1008M for deck used in conjunction with insulation and built-up roofing. Fabricate roof deck units of the steel design thickness required by the design drawings and galvanized. Furnish sample of Metal Roof Deck Units used to illustrate actual cross section dimensions and configurations.

2.1.2 Length of Deck Units

Provide deck units of sufficient length to span three or more spacings where possible.

2.1.3 Touch-Up Paint

Provide a high zinc-dust content paint for regalvanizing welds in galvanized steel conforming to ASTM A780/A780M .

Provide touch-up paint for shop-painted units , and touch-up paint for zinc-coated units of an approved galvanizing repair paint with a high-zinc dust content. Touch-up welds with paint conforming to SSPC Paint 20 in accordance with ASTM A780/A780M . Maintain finish of deck units and accessories by using touch-up paint whenever necessary to prevent the formation of rust.

2.2 ACCESSORIES

Provide accessories of same material as deck, unless specified otherwise.

Provide manufacturer's standard type accessories, as specified.

2.2.1 Adjusting Plates

Provide adjusting plates, or segments of deck units, of same thickness and

SECTION 05 30 00 Page 5 configuration as deck units in locations too narrow to accommodate full size units. Provide factory cut plates of predetermined size where possible.

2.2.2 End Closures

Fabricated of sheet metal by the deck manufacturer. Provide end closures minimum 0.0295 inch thick to close open ends at parapets, end walls, eaves, and openings through deck.

2.2.3 Partition Closures

Provide closures for closing voids above interior walls and partitions that are perpendicular to the direction of the configurations. Provide sheet steel closures above fire-resistant interior walls and partitions located on both sides of wall or partition.

2.2.4 Flexible Closure Strips for Roof Decks

Provide strips made of vulcanized, closed-cell, synthetic rubber material specified and premolded to the configuration required to provide tight-fitting closures at open ends and sides of steel roof decking.

Conforming to ASTM D1056, Grade 2A1, with the following additional properties:

Brittleness temperature of minus 40 degrees F when tested in accordance with ASTM D746.

Flammability resistance with a flame spread rating of less than 25 when tested in accordance with ASTM E84.

Resistance to ozone must be "no cracks" after exposure of a sample kept under a surface tensile strain of 25 percent to an ozone concentration of 100 parts per million of air by volume in air for 100 hours at 104 degrees F and tested in accordance with ASTM D1149.

Provide a elastomeric type adhesive as recommended by the manufacturer of the flexible closure strips.

2.2.5 Sheet Metal Collar

Where deck is cut for passage of pipes, ducts, columns, etc., and deck is to remain exposed, provide a neatly cut sheet metal collar to cover edges of deck. Do not cut deck until after installation of supplemental supports.

2.2.6 Cover Plates

Sheet metal to close panel edge and end conditions, and where panels change direction or butt. Polyethylene-coated, self-adhesive, 2 inch wide joint tape may be provided in lieu of cover plates on flat-surfaced decking butt joints.

Fabricate cover plates for abutting floor deck units from the specified structural-quality steel sheets not less than nominal 18 gagethick before galvanizing. Provide 6 inch wide cover plates and form to match the contour of the floor deck units.

SECTION 05 30 00 Page 6

2.2.7 Roof Sump Pans

Sump pans must be provided for roof drains and must be minimum 0.075 inch thick steel, see architectural drawings for type. Shape sump pans to meet roof slope by the supplier or by a sheet metal specialist. Provide bearing flanges of sump pans to overlap steel deck a minimum of 3 inch.

Shape, size, and reinforce the opening in bottom of the sump pan to receive roof drain.

2.2.8 Column Closures

Sheet metal, minimum 0.0358 inch thick or metal rib lath.

2.2.9 Access Hole Covers

Sheet metal, minimum 0.0474 inch thick.

2.2.10 Hanger

Provide clips or loops for utility systems and suspended ceilings of one or more of the following types:

a. Lip tabs or integral tabs where noncellular decking or flat plate of cellular section is 0.0474 inch thick or more, and a structural concrete fill is used over deck.

b. Slots or holes punched in decking for installation of pigtails.

c. Tabs driven from top side of decking and arranged so as not to pierce electrical cells.

d. Decking manufacturer's standard as approved by the Contracting Officer.

2.2.11 Cant Strips for Roof Decks

Fabricate cant strips from the specified commercial-quality steel sheets not less than nominal 0.0358 inch thick before galvanizing. Bend strips to form a 45-degree cant not less than 5 inch wide, with top and bottom flanges a minimum 3 inch wide. Length of strips 10 feet.

2.2.12 Ridge and Valley Plates for Roof Decks

Fabricate plates from the specified structural-quality steel sheets, not less than nominal 0.0358 inch thick before galvanizing. Provide plates of minimum 4-1/2 inch wide and bent to provide tight fitting closures at ridges and valleys. Provide a minimum length of ridge and valley plates of 10 feet.

2.2.13 Metal Closure Strips for Roof Decks

Fabricate strips from the specified commercial-quality steel sheets not less than nominal 0.0358 inch thick before galvanizing. Provide strips from the configuration required to provide tight-fitting closures at open ends and sides of steel roof decking.

2.2.14 Galvanized Steel Angles for Roof Decks

Provide hot-rolled carbon steel angles conforming to ASTM A36/A36M, and hot-dip galvanized in accordance with ASTM A123/A123M .

SECTION 05 30 00 Page 7

2.2.15 Mechanical Fasteners

Provide mechanical fasteners, such as powder actuated fasteners, pneumatically driven fasteners or self-drilling screws, for anchoring the deck to structural supports and adjoining units as indicated.

2.2.16 Miscellaneous Accessories

Furnish the manufacturer's standard accessories to complete the deck installation. Furnish metal accessories of the same material as the deck and with the minimum design thickness as follows: saddles, 0.0474 inch welding washers, 0.0598 inch other metal accessories, 0.0358 inch unless otherwise indicated.

PART 3 EXECUTION

3.1 EXAMINATION

Prior to installation of decking units and accessories, examine worksite to verify that as-built structure will permit installation of decking system without modification.

3.2 INSTALLATION

Install steel deck units in accordance with 29 CFR 1926 , Subpart R – Steel Erection, ANSI/SDI QA/QC , SDI DDM04 and approved shop drawings. Place units on structural supports, properly adjusted, leveled, and aligned at right angles to supports before permanently securing in place. Damaged deck and accessories including material which is permanently stained or contaminated, deformed, or with burned holes shall not be installed.

Extend deck units over three or more supports unless absolutely impractical. Report inaccuracies in alignment or leveling to the Contracting Officer and make necessary corrections before permanently anchoring deck units. Locate deck ends over supports only. Lap 2 inch deck ends. Do not use unanchored deck units as a work or storage platform. Permanently anchor units placed by the end of each working day. Do not support suspended ceilings, light fixtures, ducts, utilities, or other loads by steel deck unless indicated. Distribute loads by appropriate means to prevent damage.

3.2.1 Attachment

Immediately after placement and alignment, and after correcting inaccuracies, permanently fasten steel deck units to structural supports and to adjacent deck units by welding with normal 5/8 inchdiameter puddle welds, as indicated on the design drawings and in accordance with manufacturer's recommended procedure. Clamp or weight deck units to provide firm contact between deck units and structural supports while performing welding Attachment of adjacent deck units by button-punching is prohibited.

3.2.1.1 Welding

Perform welding in accordance with AWS D1.3/D1.3M using methods and electrodes recommended by the manufacturers of the base metal alloys being used. Ensure only operators previously qualified by tests prescribed in AWS D1.3/D1.3M make welds. Immediately recertify, or replace qualified welders, that are producing unsatisfactory welding. See structural drawings for location, size, and spacing of fastening. Do not use welding

SECTION 05 30 00 Page 8 washers at the connections of the deck to supports. Do not use welding washers at sidelaps. Holes and similar defects will not be acceptable.

Attach all partial or segments of deck units to structural supports in accordance with Section 2.5 of SDI DDM04. Attach shear connectors as shown and welded as per AWS D1.1/D1.1M through the steel deck to the steel member . Immediately clean welds by chipping and wire brushing. Heavily coat welds, cut edges and damaged portions of coated finish with zinc-dust paint conforming to ASTM A780/A780M .

3.2.1.2 Sidelap Fastening

Lock sidelaps between adjacent floor deck units together by welding or screws as indicated.

3.2.2 Openings

Cut or drill all holes and openings required and be coordinated with the drawings, specifications, and other trades. Frame and reinforce openings through the deck in conformance with SDI DDP . Deck manufacturer shall approve holes or openings larger than 6 inch in diameter prior to drilling or cutting.

3.2.3 Deck Damage

SDI MOC3, for repair of deck damage.

3.2.4 Touch-Up Paint

3.2.4.1 Roof Deck

After roof decking installation, wire brush, clean, and touchup paint the scarred areas on top and bottom surfaces of metal roof decking. The scarred areas include welds, weld scars, bruises, and rust spots. Touchup galvanized surfaces with galvanizing repair paint. Touchup painted surfaces with repair paint of painted surfaces.

3.2.4.2 Floor Deck

For floor decking installation, wire brush, clean, and touchup paint the scarred areas on the top and bottom surfaces of the metal floor decking and on the surface of supporting steel members. Include welds, weld scars, bruises, and rust spots for scarred areas. Touched up the galvanized surfaces with galvanizing repair paint. Touch up the painted surfaces with paint for the repair of painted surfaces.

3.2.5 Accessory Installation

3.2.5.1 Adjusting Plates

Provide in locations too narrow to accommodate full-size deck units and install as shown on shop drawings.

3.2.5.2 End Closures

Provide end closure to close open ends of cells at columns, walls, and openings in deck.

SECTION 05 30 00 Page 9

3.2.5.3 Closures Above Partitions

Provide for closing voids between cells over partitions that are perpendicular to direction of cells. Provide a one-piece closure strip for partitions 4 inch nominal or less in thickness and two-piece closure strips for wider partitions. Provide sheet metal closures above fire-rated partitions at both sides of partition with space between filled with fiberglass insulation.

3.2.5.4 Access Hole Covers

Provide access whole covers to seal holes cut in decking to facilitate welding of the deck to structural supports.

3.2.5.5 Hangers

Provide as indicated to support suspended ceilings.

3.2.6 Preparation of Fire-Proofed Surfaces

Provide deck surfaces, both composite and noncomposite, which are to receive sprayed-on fireproofing, galvanized and free of all grease, mill oil, paraffin, dirt, salt, and other contaminants which impair adhesion of the fireproofing. Complete any required cleaning prior to steel deck installation using a cleaning method that is compatible with the sprayed-on fireproofing.

3.3 ROOF SUMP PANS

Place sump pans over openings in roof decking and fusion welded to top surface of roof decking. Do not exceed spacing of welds of 12 inch with not less than one weld at each corner. Field cut opening in the bottom of each roof sump pan to receive the roof drain as part of the work of this section.

3.4 CANT STRIPS FOR ROOF DECKS

Provide strips to be fusion welded to surface of roof decking, secured to wood nailers by galvanized screws or to steel framing by galvanized self-tapping screws or welds. Do not exceed spacing of welds and fasteners of 12 inch. Lap end joints a minimum 3 inch and secure with galvanized sheet metal screws spaced a maximum 4 inch on center.

3.5 RIDGE AND VALLEY PLATES FOR ROOF DECKS

Provide plates to be fusion welded to top surface of roof decking. Lap end joints a minimum 3 inch. For valley plates, provide endlaps to be in the direction of water flow.

3.6 CLOSURE STRIPS FOR ROOF DECKS

Provide closure strips at open, uncovered ends and edges of the roof decking and in voids between roof decking and top of walls and partitions where indicated. Install closure strips in position in a manner to provide a weathertight installation.

3.7 ROOF INSULATION SUPPORT FOR ROOF DECKS

Provide metal closure strips for support of roof insulation where rib

SECTION 05 30 00 Page 10 openings in top surface of metal roof decking occur adjacent to edges and openings. Weld metal closure strips in position.

3.8 CLEANING AND PROTECTION FOR ROOF DECKS

Upon completion of the deck, sweep surfaces clean and prepare for installation of the roofing.

3.9 FIELD QUALITY CONTROL

3.9.1 Headed Stud Inspection

In addition to visual inspection, test and inspect shop-welded shear connectors according to requirements in AWS D1.1/D1.1M for stud welding and as follows:

a. Perform bend tests if visual inspections reveal either a less-than-continuous 360-degree flash or welding repairs to any shear connector.

b. Conduct tests according to requirements in AWS D1.1/D1.1M on additional shear connectors if weld fracture occurs on shear connectors already tested.

3.9.2 Deck Weld Inspection

Visual inspect welds in accordance with AWS D1.3/D1.3M .

3.9.3 Decks Not Receiving Concrete

Inspect the decking top surface for distortion after installation. For roof decks not receiving concrete, verify distortion by placing a straight edge across three adjacent top flanges. The maximum allowable gap between the straight edge and the top flanges should not exceed manufacturing and construction tolerances of supporting members. When gap is more than the allowable, provide corrective measures or replacement. Reinspect decking after performing corrective measures or replacement.

-- End of Section --

SECTION 05 30 00 Page 11

AE201G

AE201G

AE201G

AE201G

AE301G

AE301G

FEB

BUILT-IN

WORK SURFACE

COUNTER

SEE AE501G.

4' - 8"

8"

INSIDE CLEAR

3' - 4" 8"

8"

IN

S I D

E C

L E

AR

9'

4" 8"

AE501G

116 115

3'

8" 3'

4"

3'

8"

METAL SOFFIT PANELS

ACT-3

CEIILING FINISH

5' - 4"

1' - 0"

INSIDE CLEAR

3' - 4" 1' - 0"

0"

1'

3"

IN

S I D

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L E

AR

9'

4" 1'

3"

SD

GWB CEILING

RECESSED CAN LIGHTING FIXTURE

SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

1' X 1' DOWNLIGHT

2' x 4' LIGHT FIXTURE

1' X 8' PENDANT

DIFFUSER

RETURN

PREFABRICATED BALLISTIC RATED GUARD

BOOTH PER SECTION 13 34 21,

PREFABRICATED GUARD BOOTH. (TYP.)

1.

NOTES:

SLIDING DOOR, FRAME & HARDWARE

DETAILED & PROVIDED BY MANUFACTURE

OF PREFABRICATED BALLISTIC GUARD

BOOTH PER SECTION 13 34 21,

PREFABRICATED GUARD BOOTH. (TYP.)

2.

LEGEND:

DOOR HARDWARE SHALL INCLUDE LOCKING

CAPABILITY TO SECURE INDEPENDENTLY

DURING LOW ACCESS TIMES. (TYP.)

3.

US Army Corps of Engineers ®

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2 REFLECTED CEILING PLAN 1 2 42

SCALE: 1/2"=1'-0"

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NORTH

FINISH SCHEDULE

RM # ROOM TITLE

FLOOR

WALL

BASE

WALL FINISHES CEILING DOORS & FRAMES

CASEWOR

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COUNTERTOPS TOILET

PARTITIO

NS

WINDOWS

NOTES & REMARKS (SEE NOTES)MAT'L FINISH

NORTH EAST WEST SOUTH

MAT'L FINISH

CLG.

HEIGHT

DOOR

FINISH

FRAME

FINISH MAT'L FINISH

WINDOW

STOOL

WINDOW

BLINDSMAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH

100 GUARD BOOTH VB-1 PAINT P-2 PAINT P-2 PAINT P-2 PAINT P-2 --- SS SS-2 --- SS-2 ---

DOOR SCHEDULE

DOOR NO.

DOORS LOUVERS

STC

FIRE

RATING

FRAME

HDW SET # NOTES / COMMENTS:ELEV MAT'L

SIZE

U.C. HGT. WIDTH

FRAME

ELV

FRAME

MAT'L

FRAME DETAILS

W H THK HEAD JAMB SILL

115 F ALUM 3' - 0" 7' - 6" 1 3/4" --- --- --- --- --- 4 ALUM ** ** ** 914 ** NOTE 2 116 F ALUM 3' - 0" 7' - 6" 1 3/4" --- --- --- --- --- 4 ALUM ** ** ** 914 ** NOTE 2

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FACE BRICK

B-1 (TYP.)

PRECAST CONC.

PC-1 (TYP.)

BALLISTIC RATED

WINDOW & GLASS

(TYP.)

STANDING SEAM

METAL ROOFING

(TYP.)

BALLISTIC RATED

WINDOW & GLASS

(TYP.)

5'

1" 2'

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FIN. FLOOR ELEV.

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PREFINISHED ALUM

COMPOSITE PANELS

MF-2 T.O. WALL

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7'

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5'

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8"

8" 2'

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FACE BRICK

B-1 (TYP.)

PRECAST CONC.

PC-1 (TYP.)

BALLISTIC RATED

WINDOW & GLASS

(TYP.)

STANDING SEAM

METAL ROOFING

(TYP.)

7'

9"

FIN. FLOOR ELEV.

0"

T.O. WALL

7' - 9"

7'

9"

5'

1" 2'

8"FACE BRICK

B-1 (TYP.)

PRECAST CONC.

PC-1 (TYP.)

BALLISTIC RATED

WINDOW & GLASS

(TYP.)

STANDING SEAM

METAL ROOFING

(TYP.)

PREFABRICATED BALLISTIC RATED GUARD

BOOTH PER SECTION 13 34 21,

PREFABRICATED GUARD BOOTH (TYP.)

1.

NOTES:

CLAD EXTERIOR OF PREFABRICATED GUARD

BOOTH WITH MASONRY BRICK & PC VENEER AS

INDICATED (TYP.)

2.

STANDING SEAM METAL HIP ROOF - SEE ROOF

PLAN (TYP.)

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US Army Corps of Engineers ®

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3 EAST ELEVATION

3/4" = 1'-0"AE201G

1 NORTH ELEVATION

3/4" = 1'-0"AE201G

4 WEST ELEVATION

3/4" = 1'-0"AE201G

2 SOUTH ELEVATION

1 2 42

SCALE: 1/2"=1'-0"

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12 12

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3" 2'

5"

SERVICE COUNTER

WORK SURFACE SEE

DETAILS AE501G (TYP.)

PREFABRICATED BALLISTIC RATED GUARD

BOOTH PER SECTION 13 34 21,

PREFABRICATED GUARD BOOTH (TYP.)

1.

NOTES:

CLAD EXTERIOR OF PREFABRICATED GUARD

BOOTH WITH MASONRY BRICK & PC VENEER AS

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2.

STANDING SEAM METAL HIP ROOF - SEE ROOF

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1 BUILDING SECTION A

3/4" = 1'-0"AE301G

2 BUILDING SECTION B

1 2 42

SCALE: 1/2"=1'-0"

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1 1

Fort Meade Excavation / Paving Permit

Applicant Requirements

Form #FGGM-DPW-1002 Page 1 of 2 Effective July 1, 2011

Applicant:

Prime Contractor:

Sub-Contractor:

Contract Number:

Work to be Performed:

Location of Work:

Drawing Provided TO / BY Contractor:

Civil Engineer/Inspector:

Complete below required signatures or information and return to the FGGM Directorate of Public Works (DPW) as soon as possible. Should you have any questions, contact 301-677-1661 or 301-677-1662.

START DATE: END DATE/DURATION:

Name of Contact:

Signature (Applicant Provided Drawings for Applicable Area):

DPW Utility Blueprints 301-677-1661 Fax: 301-677-9300 Minimum 15 Business Days for

Prints:

Date:

Locator Name/Company:

Signature & Phone No.:

Applicant’s Utility Location Co.

(Name & Phone No.):

Applicant/Contact Responsible:

Miss Utility Ticket Number:

Miss Utility:

Permit is PENDING until all required signatures (including government offices and private underground utility owners) are obtained.

PERMIT ADDITIONAL REQUIREMENTS INFORMATION:

1. In order to insure all underground utilities are identified, utilities shall be located at the Contractor’s expense with locating equipment or by procuring a locating company. Utility markings on the ground and Miss Utility notification/ticket numbers DO NOT mean this Dig Permit is valid and that all utilities have been located. YOU are responsible for investigating and locating GOVERNMENT owned utilities prior to digging. Miss Utility calls DO NOT locate government utilities. Below are a few area companies that perform this service available for your use as needed:

Applicant Requirements

Form #FGGM-DPW-1002 Page 2 of 2 Effective July 1, 2011

a. Underground Services, Inc. (SoftDig): 877-763-8344 or 484-880-1536

b. Private Utility Locating Solutions (Justin Lily): 800-553-6855

c. SEMCO Inc.: 410-461-2495 or 410-979-0229

d. InfraMap Corporation: 410-850-0280 or 800-618-1688

e. Accurate Infrastructure Data, Inc.: 888-686-5091

2. MD State Law requires that the company actually performing the excavation contact Miss Utility. Information is available at the following site: http://www.missutility.net/maryland/. A printed copy of the Miss Utility ticket from the internet or Miss Utility ticket number must be provided. Additionally, the Miss Utility ticket number must be renewed every 10 days which is the applicant’s responsibility. The renewed ticket number will be provided until such time as applicant receives the Excavation and/or Cut Pavement Permit.

3. If project disturbs 5,000 or more square feet or 100 or more cubic yards of soil or ground material (i.e., trees) or if construction activity discharges into stormwater of 1 acre or more, you must acquire appropriate Permit(s) from the Maryland Department of Environment prior to start of work. Call MDE at 410-537-3772 for further information and permit applications.

4. Contact DPW, Environmental Division at 301-677-9648 or 301-677-9188 if any unusual odor, soil condition or waste/buried debris of any kind is encountered during excavation activities.

5. Although historic range areas have been identified and studied, old ammunition and ordnance items may still be found elsewhere on the installation. When suspected ammunition/ordnance items are discovered, leave them in place, immediately execute a “stop work condition”, evacuate area, and immediately contact Directorate of Emergence Services at 301-677-2117 (Fire/Police Services Central Number). In addition to DES, contact Fort Meade Installation Safety Office at 301-677-4231 and the DPW Environmental Division at 301-677-9648 or 301- 677-9188.

6. If tapping into or connecting into government electric or gas lines, approval must be obtained from DPW

Operations, REO Office located in building L-72A Rock Avenue. DPW will provide permit information and obtain approval via email. However, contact 301-677-9424 if you have additional questions or concerns.

7. For location and marking of any communication lines, contact MUST be made with GSTEK Inc. (Garrison NEC) at 301-677-6000 at least 2-3 days prior to excavating.

Permit will be issued only with completion of above stated documents, appropriate governmental offices, private underground utility owners, and final signature of DPW’s Engineers or Engineer Technicians. Contact 301-677- 1661 or 301-677-1662 for additional information.

After receipt of Permit and Project Completion – THE ORIGINAL PERMIT MUST BE RETURNED to DPW for scheduling inspection of ground(s) restoration.

http://www.missutility.net/ma…