BPM054363 Project Manual F-018-240-010 Repl Overhead Doors.pdf

VI-1

PROJECT MANUAL

Matapeake Marine Shop Bldg #306 Overhead Door Replacement

306 Marine Academy Drive, Stevensville, Maryland 21666

Project Number: F-018-240-010

December 03, 2025

For The State of Maryland Department of Natural Resources

Engineering and Construction Division Josh Kurtz, Department Secretary

State of Maryland Board of Public Works Wes Moore, Governor

Brooke E. Lierman, Comptroller Dereck E. Davis, Treasurer

TABLE OF CONTENTS

I. Detailed Specifications

A. Scope B. Qualifications of the Contractor C. Site Visit D. Schedule of Work E. Standards and Codes F. Quality Assurance G. Materials and Supplies H. Building Construction Specifics I. Method of Work J. Specifics K. General Requirements

II. Alternates and Unit Prices

A. Alternates B. Unit Prices

III. Drawings

A. Location and Vicinity Maps B. Key Plan C. Elevations D. Wall Sections and Details

I. DETAILED SPECIFICATIONS

A. SCOPE:

1. This is a project that consists of the Contractor providing all labor, equipment, materials, supplies, insurance, etc., necessary to remove (5) four existing electrically operated garage doors and remove (2) two existing electronically operated garage doors and their associated transoms and replace resultant openings with electrically operated doors to fit. The building is located in the Matapeake Marina Shop #306, located at 306 Marine Academy Drive, Stevensville, Maryland 21666. Queen Annes County.

2. The project includes, but is not limited to the following:

a. The Removal and disposal of three (3) existing motorized garage doors (Doors #1, #2, #5). This includes but is not limited to all hardware, supports, electrical controls and wood blocking. The doors are approximately 14’-8” X 14’-0” in size. Verify in field..

b. The Remove and disposal of one (1) existing motorized garage door.

(Door #6). This includes but is not limited to all hardware, supports and wood blocking. The door is approximately 12’-8” x 12’-0” in size. Field verify.

c. The Removal and disposal of two (2) existing manually operated garage doors and their associated transoms (Doors #3 & #4). This includes but is not limited to all hardware, supports, wood blocking, glazing, window frame, etc. The doors are approximately 10’-8” x 10’- 0” in size. Remve existing metal building siding and garage door structure (approximately 50 square feet – as required to create a higher door opening. Verify extent of work in the field.

d. The Remove and disposal of one (1) existing manually operated garage door. (Door #7). This includes but is not limited to all hardware, supports and wood blocking. The door is approximately 10’-8” x 10’-0” in size. Field verify.

e. Provide a weathertight enclosure at each opening as it is removed.

Enclosure shall allow work to be performed throughout the construction period and provide security as needed. Protect interior spaces from the weather during the construction.

f. Inspect and repair the existing framing and notify the project manager of any deficiencies found. See Unit Price #2. Prepare existing wall surfaces to accept new garage doors.

g. Inspect repair/replace/update existing electrical to accommodate each door installation. See Unit Price #1

h. Inspect and repair the existing framing and notify the project manager of any deficiencies forund. See Unit Price #2 Prepare existing wall surfaces to accept ew garage doors.

i. Install garage doors according to the manufacturer’s written instructions. Provide electrical service for doors #3, #4 and #7 per local codes.

j. Remove and properly dispose of all debris off State property.

Note: The accuracy of all applicable dimensions and quantities associated with the work is the responsibility of the Contractor. All information is to be confirmed to the Contractor’s satisfaction prior to bidding. The State will not be held responsible for the Contractor’s failure to do so.

B. QUALIFICATIONS OF THE CONTRACTOR:

1. The Contractor shall be licensed in the State of Maryland as a General Contractor to perform work associated with this project.

2. The Contractor shall have a minimum of five (5) years’ experience performing similar construction projects. Upon request, the Contractor shall supply a list of other similar, completed roofing projects to the Procurement Officer for review.

3. All electrical work shall be performed by a licensed electrical contractor approved to perform work within Queen Anne’s County, Maryland.

4. All welders, if required, both shop and field, shall be certified qualified operators, in accordance with the requirements of the American Welding Society.

C. SITE VISIT:

1. All prospective bidders are encouraged to attend the Pre-bid conference meeting and familiarize themselves with the requirements for the project.

Failure to attend the Pre-bid conference meeting, or visit the site, will not relieve the successful bidder from complying with the requirements of these specifications at no additional cost to the State.

2. No allowance will be made for errors on the Contractors part for failure to take into consideration any conditions or circumstances existing at the site which might affect the specified work.

3. Please contact the Facility Manager, Sergeant James Seward, at the Matapeake Marine Terminal by calling (443) 366-5742 prior to any site visit other than the Pre-Bid Meeting to arrange access to the site.

D. SCHEDULE OF WORK:

1. Work shall be scheduled through and approved by the Facility Manager.

The Contractor shall perform all work Monday through Friday during the normal working hours of 8:00 am to 4:30 pm. unless approved by Project Manager in writing.

2. The Contractor shall notify the Project Manager seven (7) days prior to his start of work. He shall coordinate with the Project Manager and Facility Manager the dates of the Work Initiation Conference, the work, and any closures required.

3. This is a working site. Use of the premises by the Contractor is to be limited to specified work areas and approved storage areas.

4. Contractor shall complete the project within 120 calendar days of the Notice to Proceed.

E. STANDARDS AND CODES:

1. All work shall be performed in a top-quality workmanship manner in accordance with the standards of the trade.

2. The Contractor shall comply with OSHA (Occupational Safety and Health

Administration) and MOSHA (Maryland Occupational Safety and Health Administration) regulations regarding construction safety and health standards throughout the duration of the Project.

3. All work shall be performed in accordance with the applicable code requirements and standards as defined by the Maryland Code Administration 2012 “Maryland Building Performance Standards” (MBPS) and the latest editions of:

• 2018 International Building Code (IBC)

• 2018 International Residential Code (IRC)

• 2018 International Plumbing Code (IPC)

• 2018 International Mechanical Code (IMC)

• 2017 National Electric Code (NEC)

• 2018 International Energy Conservation Code (IECC)

• Maryland Accessibility Code (MAC)

• National Fire Protection Association Code (NFPA)

• Maryland Department of Transportation-State Highway

Administration’s (SHA) “Standards Specifications for Construction and Materials

And the following project-specific organizations shall be incorporated into these specifications to ensure industry standard materials, assembly, and workmanship:

• American Concrete Institute (ACI)

• American Lumber Standard Committee, Inc. (ALSC)

• American National Standards Institute (ANSI)

• American Welding Society (AWS)

• Copper Development Council (CDA)

• Concrete Reinforcing Steel Institute (CRSI)

• National Association of Architectural Metal Manufacturers

(NAAMM)

• National Lumber Grades Authority (NLGA)

• National Ready Mixed Concrete Association (NRMCA)

• ASTM A53 – Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless

• ASTM A123 – Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

• ASTM – Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

• Rolled Steel Plates, Shapes, and Bars: ASTM A36, unless otherwise shown.

• Bolts: ASTM A307, A325, or A490 as shown on the drawings.

• Sealant, Waterproofing, & Restoration Institute (SWRI)

• ANSI/DASMA 108 – American National Standards Institute

Standard Method for Testing Sectional Garage Doors and Rolling Doors: Determination Of Structural Performance Under Uniform Static Air Pressure Difference.

• NFRC 102 – Test Procedure for Measuring the Steady-State Thermal Transmittance of Fenestration Systems.

• ASTM A-924 – Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process.

• NEMA 250 – Enclosures for Electrical Equipment (1000 Volts Maximum).

• ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Element.

• NEMA MG 1 - Motors and Generators

• ANSI/DASMA 102 – American National Standard Specifications for

Sectional Overhead Type Doors.

F. QUALITY ASSURANCE

1. Garage Door Installer Qualifications: Authorized representative of the manufacturer with a minimum of five years documented experience of similar construction projects. Upon request, the Contractor shall supply a list of other similar, completed garage door projects to the Procurement Officer for review.

2. Products Requiring Electrical Connection: Listed and classified by

Underwriters Laboratories, Inc. acceptable to authority having jurisdiction as suitable for purpose specified.

3. Steel Fabricator Qualifications: A qualified fabricator who participates in the AISC Quality Certification Program and is designated an AISC- Certified Plant, Category Cbd or Sbd. Fabricator shall be experienced in preparation of shop drawings using integrated three-dimensional modeling software parametrically linking all major structural piece marks and overall building framing model.

4. Specialty Structural Engineer Qualifications: Employ professional

Engineer, registered in the State of Maryland, to perform design of connections to meet structural performance requirements. Sign and seal design Shop Drawings submitted to Owner for review.

5. Contractor shall assign a qualified staff member to perform quality control on their own work in the field on a daily basis, for each day work is performed. The Contractor’s quality control staff shall review their own work for compliance with contract documents before the Contractor notifies the design team or others, of readiness for required inspections, tests and observations to be provided by the Owner’s Representatives.

6. All electrical work shall be performed by a licensed electrical contractor approved to perform work within Queen Anne’s County, Maryland.

G. MATERIALS AND SUPPLIES:

1. General:

a. All materials shall be as specified or approved equivalent by the DNR Project Manager. In the event the Contractor would like to substitute materials other than those that have been specified, the Contractor shall submit to the DNR Project Manager all pertinent data to determine the or-equivalent status. This material shall be submitted to the DNR Project Manager a minimum of ten (10) days prior to the bid opening. The DNR Project Manager shall notify the Contractor within five (5) days as to the or equivalent status.

b. All materials shall be new and where applicable shall be delivered to the job site with labels intact and legible.

c. The Contractor shall be responsible for the coordination, off-loading and proper storage of all materials and supplies up until the time of final inspection.

d. Materials shall be stored in a safe area out of the way of traffic. Any on-site storage location shall be approved by the Facility Manager prior to the storage of any materials on-site. All materials shall be stored up off the ground surface and should be protected from the weather with a waterproof covering. Any special storage instruction required by the material manufacture shall be performed by the Contractor as if specified herein.

e. Store products in manufacturer's unopened labeled packaging until ready for installation.

f. Provide doors, tracks, motors, and accessories from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components.

g. Any materials or supplies, which have not been specifically mentioned, but are necessary for the complete, safe, and satisfactory completion of the project, shall be provided by the Contractor as if specified herein.

h. Pre-Installation Conference: Convene a pre-installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

H. BUILDING CONSTRUCTION SPECIFICS:

1. Submittals:

a. Product Data: Manufacturer’s data sheets on each product to be used, including:

i. Preparation instructions and recommendations.

ii. Storage and handling requirements and recommendations.

iii. Details of construction and fabrication.

iv. Installation instructions.

b. Shop Drawings: Indicate plans and elevations including opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details. Phase submittals to match sequence of actual construction to avoid delay of work. Field verify all existing conditions impacting this work and add relevant field information to shop drawings, prior to submittal of shop drawings.

c. Indicate profiles, sizes, spacing, and locations of structural members, connections, attachments, fasteners, cambers, loads, welds, and headed studs. Cut erection details where details are cut on structural plans and add erection details as needed. Provide erection plans, erection details and member detail sheets. If partial area submittals are made, submit all related sheets and cloud related plan areas.

Reference specific structural plans and details from which information is drawn or submittals will be rejected.

d. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical high-strength bolted connections.

e. Calculations: Contractor shall engage a specialty structural engineer to perform final design calculations and submit same, for all connections not fully designed and detailed on the drawings by a Structural Engineer. Design for the criteria indicated here-in and as shown on the drawings. Submit signed calculations same day as steel framing shop drawings to which they relate, to ensure compatibility between specialty engineers’ calculations and shop drawing detailers drawings.

f. Verify actual locations of existing structure, new work previously placed and other construction to which the new work must fit be accurate field measurements before submittal of related shop drawings or fabrication. Show recorded measurements on shop drawings submitted for review. Provide templates and dimensions to fabricator for accurate alignment with existing conditions. Show field conditions impacting the work on the shop drawings, prior to submittal.

g. Product Data: Laboratory test reports and mill certifications for all steel.

h. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer’s full range of color, and patterns.

i. Manufacturer’s Certificates: Certify products meet or exceed specified requirements.

j. Connections designed by the fabricator as part of the preparation of shop drawings shall bear the stmp and signature of a professional engineer registered in the State of Maryland.

2. Strucural Steel:

a. ASTM A36 – Specification for Carbon Structural Seel Channels, angles, Plate and Bar.

b. Anchor Bolts: ASTM A307 – Speciffication for Carbon Steel Bolts and Studs, Threaded Rod 60,000 psi Tensile Strength.

c. Welding Materials: AWS D1.1; type required for materials being welded.

d. Shop and Touch-Up Primer: SSPC-Paint 15, Type 1 - Red or Gray

Oxide; 2 mils thick minimum.

3. Garage Doors:

a. Overhead doors shall be: Overhead Door Corporation, Stormtite Insulated Heavy-Duty Rolling Door Model 625 or an approved equivalent. Field verify all sizes before fabrication.

b. Curtain: Interlocking Roll-formed slats as specified following. Endlock shall be attached to each end of alternate slats to prevent lateral movement.

c. Flat profile type F-265i, or an approved equivalent, for doors up to 40 feet wide.

d. Front and Back slats shall be fabricated with 24-gauge galvanized steel.

e. Slat cavity filled with CFC-free foamed-in-place, polyurethane insulation. R-Value: 7.7

f. Slats and Hood Finish shall be Galvanized Steel: Slats and hood galvanized in accordance with ASTM A 653 and rust-inhibitive, roll coating process, including 0.2 mils thick baked-on prime paint, and 0.6 mils thick baked-on polyester topcoat. Finish: Powder Coat:

PowderGuard Max powder coat or an approved equivalent, color as selected by Project Manager.

g. Non-galvanized exposed ferrous surfaces shall receive one coat of rust-inhibitive primer.

h. Weather seals shall be Vinyl bottom seal, exterior guide, internal hood seals and flexible jamb and header seals. Lintel weatherseal. Interior guide weatherseal.

i. Insulated Vision Lites: Provide with uniformly spaced opening. Size 10 inch by 1 inch.

j. Bottom Bar shall be two galvanized steel angles minimum thickness 1/8 inch bolted back-to-back to reinforce curtain I the guides. Finish:

Powder Coat: PowderGuard Max powder coat or an approved equivalent, color as selected by Architect.

k. Brackets shall be Galvanized steel to support counterbalance, curtain, and hood. Counterbalance: Helical torsion spring type housed in a stee tube or pipe barrel, supporting the curtain with deflection limited to

0.03 inch per foot of span. Counterbalance is adjustable by means of an adjusting tension wheel.

l. Provide track as recommended by manufacturer to suit loading required and clearances available. Size: 2 inch, Type: Standard lift.

m. Hood: Provide internal hood baffle weatherseal 24-gauge galvanized steel with intermediate supports as required.

n. Curtain: Interlocking Roll-formed slats as specified following. End locks shall be attached to each end of alternate slats to prevent lateral movement.

o. Finish and Color: Two coat baked-on polyester, Interior and Exterior

Color, White

p. Electric Motor Operation (All Doors): Provide UL listed electric operator, size as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than 1 foot per second. Motor Voltage:115/230 single phase, 60 Hz. Operator shall meet UL325/2010 requirements for continuous monitoring of safety devices.

q. Operator Controls: Push-button and key operated control stations with open, close and stop buttons. Flush mounting ,control for interior location. With Sensing Edge Protection: Pneumatic sensing edge or an approved equivalent.

r. Manufacturers Limited Warranty steel sectional overhead doors:

Standard finish warranty against cracking, checking, or peeling for 10 years. Custom color option Color Blast Finish limited warranty period for 5 years; Delamination warranty for 10 years; Parts and Hardware for 1 year. Extended 8-Year Hardware Warranty option.

I. METHOD OF WORK:

1. General:

a. All work shall be as called for in these written specification materials.

b. The Contractor shall coordinate all work with the various trades and material suppliers to complete the project expeditiously and within the time limits of the contract. The sequence of events shall be left up to the Contractor.

c. All work shall be performed in the best and most professional manner possible by mechanics skilled in their respective trades.

d. All work shall be performed to minimize disruption to facility operations.

It is understood that the Contractor shall maintain accessibility throughout the project.

e. The contractor shall provide and install adequate barricades, signs, etc., necessary to ensure public safety as approved by the Facility Manager

f. The Contractor shall take the appropriate steps to ensure a watertight structure throughout the entire project. Any water damage resulting from this project shall be repaired or replaced by the Contractor at no additional cost to the State.

g. The Contractor shall adhere to OSHA/MOSHA regulations throughout the project to ensure the safety of his/her employees, state employees, and the public.

h. The Contractor shall maintain the work site(s) in a safe, neat, and orderly manner throughout the entire project. The Contractor shall take steps to prevent the accumulation of debris at the job site(s).

i. Any work that has not been specifically mentioned but is reasonably implied and is necessary for the safe and the satisfactory completion of the project, shall be performed by the Contractor as specified herein.

j. Warranty: Manufacturer’s limited door and operator system, except the counterbalance spring and finish, to be free from defects in materials and workmanship for 3 years or 20,000 cycles, whichever occurs first.

J. SPECIFICS

1. Steel::

a. Structural material shall be fabricated and assembled in shop to greatest extent possible. Shearing, flame cutting, and shipping shall be done carefully and accurately. Parts not completely connected in shop shall be secured by bolts, insofar as is practicable, to prevent damage in shipment and handling.

b. Erect steel in accordance with approved shop and erection drawings, AISC Steel Construction Manual.

c. Shop prime structural steel members. Do not prime surfaces that will be on top flange of beams to receive shear studs, fireproofed, field welded, in contact with concrete, or high strength bolted.

d. Anchor Bolts: Set anchor bolts with double nuts and templates.

e. Field Bolting: Install bolted connection in accordance with approved drawings.

f. Replace or correct defective members and adjust alignment to meet

AISC tolerances

g. Complete structural-steel assemblies, including welding of units, before starting priming operations.

h. Fabricate with exposed surfaces smooth, square, and free of surface blemishes including pitting, rust, scale, seam marks, roller marks, rolled trade names, and roughness.

i. Remove blemishes by filling or grinding or by welding and grinding, before cleaning, treating, and shop priming.

j. Holes: Provide holes required for securing other work to structural steel and for passage of other work through steel framing members.

Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes or enlarge holes by burning.

k. Shop prime steel surfaces except surfaces to be field welded. Clean surfaces to be painted.

l. Painting: Immediately after surface preparation, apply primer according to manufacturer’s written instructions and at rate recommended by SSPC to provide a dry film thickness of not les than

1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

m. Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place, unless otherwise indicated.

n. Set structural steel accurately in locations and to elevations indicated and according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and "Specification for Structural Steel Buildings-- Allowable Stress Design and Plastic Design” or “Load and Resistance Factor Design Specification for Structural Steel Buildings", as indicated on the shop drawings.

o. Align and adjust various members forming part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.

p. No trades may field cut or alter structural members without specific approval of the Structural Engineer. Submit dimensioned plan and detail sketch of proposed modification under cover of a “Request for Information” (RFI) or cloud proposed changes on shop drawings.

q. Weld Connections: Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work.

2. Overhead Doors:

a. Demolition: Remove and dispose of existing garage doors and associated apparatus in their entirety and dispose of them properly.

Where occurs (Doors #3 & #4), carefully remove existing transoms in their entirety. Include any header, structural components, etc to provide a proper opening for the proposed doors. Remove one door at a time as not to have unfinished work at the end of the day. Secure the building at the end of each work day before leave the site

b. Install garage doors in accordance with the manufacturer’s written instructions. Inspect existing electrical connections to ensure compatibility with proposed doors. Repair/Replace electrical as required for compatibility. See Unit Price # 1.

c. Inspect all metal framing for rust and corrosion see unit price #2 for any metal replacement.

d. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside the manufacturer’s absolute limits.

e. Anchor to adjacent construction without distortion or stress.

f. Securely brace door tracks suspended from structure. Secure tracks to structural members only

g. Fit and align door assembly including hardware, level and plumb, to provide smooth operation.

h. Position head and jamb weatherstripping to contact door sections when closed, secure in position.

i. All work is Subject to inspection and approval of the DNR Project Manager and Facility Manager.

j. All excess materials and debris shall be removed and properly disposed of off State property. The work site shall be left in a broom swept condition.

k. Adjust door assembly to smooth operation and in full contact with weatherstripping.

l. Use existing electrical service to provide power from the existing electrical service to electronically operated overhead garage doors, (see Doors #1, #2, #5 and #6) including conduit, wiring, disconnects, and coordination with door operator installation.

m. Provide all labor, materials, equipment and services necessary to extend power from the existing electrical service to new electronically operated overhead garage doors, (see Doors #3, #4 and #7) including conduit, wiring, disconnects, and coordination with door operator installation.

i. Install conduit and wiring from the existing panelboard to each door operator location.

n. Coordinate installation of electrical service. Complete power and control wiring from disconnect to unit components.

K. GENERAL REQUIREMENTS:

1. All work shall be coordinated with the Facility Manager and DNR Project Manager during the work initiation meeting.

2. The complete project is subject to the inspection and approval of the

Facility Managers and the DNR Project Manager.

3. Deviation from the manufacturer's instructions or this specification will not be acceptable.

4. The Contractor shall take all necessary precautions and measures to protect all properties from damage. He shall repair all damage caused by his operation to all public and private property including roads, walks, curbs, utilities, trees, shrubs, plantings, etc., and leave the property in good condition and/or at least equivalent to the condition found.

5. The Contractor shall make his own arrangements to acquire any temporary utility service which he requires to perform this contract. Any expenses incurred must be paid by the Contractor.

II. ALTERNATES AND UNIT PRICES

A. ADD ALTERNATES:

1. None

B. UNIT PRICES:

1. On the Bid Form opposite Unit Price #1, the Contractor shall insert a cost per linear feet x an estimated 200 LF = Total Unit Price #1 to remove and replace electrical lines as needed to facilitate new design.

a. The actual size of the electrical is not known. The Contractor shall use ½” conduit as a basis for material costs for Unit Price #1. If the conduit size differs from the assumed size the Unit Price cost may be adjusted accordingly.

2. On the Bid Form opposite Unit Price #2, the Contractor shall insert a cost per linear feet x an estimated 100 LF = Total Unit Price #2 to remove and replace steel beam/girt as needed to facilitate new design.

a. The actual size of the beam/girt is not known. The Contractor shall use C8 x 11.5 as a basis for material costs for Unit Price #2. If the beam size differs from the assumed size the Unit Price cost may be adjusted accordingly.

III. DRAWINGS & ATTACHMENTS

The following drawings are attached and should be considered part of these specifications as if specified herein:

CS-1 LOCATION & VICINITY MAP

SK-1 KEY PLAN

SK-2 ELEVATIONS

SK-3 WALL SECTION AND DETAILS

2 LOCATION MAP

NOT TO SCALE1 VICINITY MAP

NOT TO SCALE

LOCATION OF

WORK

LOCATION OF

WORK

STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

ENGINEERING AND CONSTRUCTION

MATAPEAKE MARINE TERMINAL

QUEEN ANNE'S COUNTY, MARYLAND

LOCATION AND VICINITY MAPS

MATAPEAKE MARINE TERMINAL #306

REPLACE OVERHEAD DOORS

QUEEN ANNE'S, MARYLAND

MATAPEAKE MARINE TERMINAL #306

REPLACE OVERHEAD DOORS

QUEEN ANNE'S COUNTY, MARYLAND

CS-1

1 2 3 7 4

STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

ENGINEERING AND CONSTRUCTION

MATAPEAKE MARINE TERMINAL

QUEEN ANNE'S COUNTY, MARYLAND

KEY PLAN

MATAPEAKE MARINE TERMINAL #306

REPLACE OVERHEAD DOORS

QUEEN ANNE'S, MARYLAND

SK-1

MOTOR OPERATED

EXISTING DOORS

APPROXIMATELY

14'-8 X 14'-0" FIELD

VERIFY

DOOR C

MANUALLY OPERATED

EXISTING DOOR

APPROXIMATELY

10'-8 X 10'-0" WITH

TRANSOM, FIELD

VERIFY

DOOR B

MANUALLY OPERATED EXISTING DOOR

APPROXIMATELY 10'-8 X 10'-0" WITH TRANSOM,

FIELD VERIFY DOOR B

MOTOR OPERATED

EXISTING DOOR

APPROXIMATELY

14'-8" X 14'-0"

FIELD VERIFY

DOOR C

MOTOR OPERATED

EXISTING DOOR

APPROXIMATELY

12'-8" X 12'-0"

FIELD VERIFY

DOOR D

MANUALLY OPERATED

EXISTING DOOR

APPROXIMATELY

10'-8 X 10'-0"

FIELD VERIFY

DOOR E

STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

ENGINEERING AND CONSTRUCTION

MATAPEAKE MARINE TERMINAL

QUEEN ANNE'S COUNTY, MARYLAND

ELEVATIONS

MATAPEAKE MARINE TERMINAL #306

REPLACE OVERHEAD DOORS

QUEEN ANNE'S, MARYLAND

REMOVE EXISTING

WINDOW TRANSOM

IN ITS ENTIRETY

OVERHEAD DOOR

SK-2

FIE

LD

V

ER

IFY

FIELD VERIFY

REMOVE EXISTING

METAL SIDING AND

STRUCTURAL MEMBERS

AS REQUIRED

REMOVE EXISTING

OVERHEAD DOOR IN

ITS ENTIRETY

A ELEVATION AT DOORS # 3 & 4 - DEMO

SCALE: 3/16" = 1'-0" B ELEVATION AT DOORS # 3 & 4 - NEW WORK

SCALE: 1/4" = 1'-0"

ST

AR

T O F V

IS

IO

N

LIT

E = 5

'-9

TY

P.

10 INCH BY 1 INCH

VISION LITE

'-0

FI

EL

D

VE

RI

FY

14'-8" - FIELD VERIFY

'-0

FI

EL

D

VE

RI

FY

12'-8" - FIELD VERIFY

C ELEVATION AT DOORS #1, #2 & 5

SCALE: 3/16" = 1'-0"

10'-8" - FIELD VERIFY

'-0

FI

EL

D

VE

RI

FY

D ELEVATION AT DOORS #6

SCALE: 3/16" = 1'-0"

ST

AR

T O F V

IS

IO

N

LIT

E = 5

'-9

TY

P.

ST

AR

T O F V

IS

IO

N

LIT

E = 5

'-9

TY

P.

OVERHEAD DOOR

10 INCH BY 1 INCH

VISION LITE

OVERHEAD DOOR

10 INCH BY 1 INCH

VISION LITE

E ELEVATION AT DOORS #7

SCALE: 3/16" = 1'-0"

'-0

FI

EL

D

VE

RI

FY

ST

AR

T O

F V

IS

IO

N

LIT

E

= 5 '-9

TY

P.

10'-8" - FIELD VERIFY

OVERHEAD DOOR

10 INCH BY 1 INCH

VISION LITE

'-0

2 SECTION

SCALE: 1" = 1'-0"

STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

ENGINEERING AND CONSTRUCTION

MATAPEAKE MARINE TERMINAL

QUEEN ANNE'S COUNTY, MARYLAND1 SECTION

SCALE: 1" = 1'-0"

WALL SECTIONS AND DETAILS

MATAPEAKE MARINE TERMINAL #306

REPLACE OVERHEAD DOORS

QUEEN ANNE'S, MARYLAND

REMOVE EXISTING TRANSOM

IN ITS ENTIRETY. INCLUDES BUT NOT LIMITED

TO FRAME, SILL, GLAZING, ETC.

REMOVE EXISTING

OVERHEAD DOOR IN

ITS ENTIRETY, INCLUDES

BUT NOT LIMITED TO TRACK

MOTOR, ETC.

REMOVE EXISTING DOOR

SUPPORT SYSTEM ENOUGH TO PROVIDE

A CLEAR OPENING FOR THE PROPOSED

DOOR. THIS INCLUDES BUT IS NOT

LIMITED TO HEADER, CHANNELS, ETC.

EXISTING STRUCTURE TO

REMAIN

REMOVE EXISTING METAL

SIDING IN ITS ENTIRETY

EXISTING SIDING TO REMAIN

8" (FIELD VERIFY TO MATCH EXISTING)

TOP AND BOTTOM RUNNER

CHANNELS

8" METAL CHANNELS AT

16" O.C. (TYP.)

OVERHEAD DOOR WITH

ELECTRIC MOTOR ATTACHED

TO STEEL PLATE

DOOR JAMB BEYOND

METAL DRIP EDGE

METAL CLOSURE APPROXIMATELY

3" X 4" (FIELD VERIFY)

SK-3

3 TEMPORARY WALL CONSTRUCTION

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

1/2" PRESSURE TREATED PLYWOOD

SHEATHING ON 2X4 WOOD STUDS

AT 16" O.C. (TYP) 1

4" PER FOOT SLOPE

1/2" PRESSURE TREATED PLYWOOD

SHEATHING ON 2X6 WOOD

STUDS AT 16" O.C. (TYP.)

(2) 2X6 WOOD HEADERS (TYP.)

4" PRESSURE TREATED PLYWOOD

DOOR WITH 1 1

2 PAIR OF

SECURITY HINGES

4'-0" (MAX)

STEEL HASP 1 1

2" HIGH X 3 15

16" IN LENGTH

AND 1 34" WIDE WITH LOCK

ALL WOOD IN CONTACT WITH

THE GROUND SHALL BE PRESSURE

TREATED

METAL FLASHING

16" BENT METAL PLATE ATTACHED

TO METAL CHANNELS