P-054-190-010 Assateague Bathhouse 100% Specifications.pdf

DEPARTMENT OF GENERAL SERVICES

PROJECT MANUAL FOR

RENOVATE DAY-USE BATHHOUSE

AT

ASSATEAGUE STATE PARK

WORCESTER COUNTY

FOR THE

MARYLAND DEPARTMENT OF NATURAL RESOURCES

PROJECT NO. P-054-190-010

12/08/2023

100% CONSTRUCTION DOCUMENTS

PROJECT CLASSIFICATION: D

MINORITY BUSINESS ENTERPRISES ARE ENCOURAGED TO RESPOND TO THIS SOLICITATION

STATE OF MARYLAND

DEPARTMENT OF GENERAL SERVICES BOARD OF PUBLIC WORKS,

Atif Chaudhry, Secretary Wes Moore, Governor Room 1405 Brooke E. Lierman, Comptroller 301 West Preston Street Dereck E. Davis, Treasurer

Baltimore, Maryland 21201

MEP Engineer Architect KCI Technologies, Inc. Waldon Studio Architects 936 Ridgebrook Road 6325 Woodside Court, Suite 310 Sparks, MD 21152 Columbia, MD 21046

Renovate Day-Use Bathhouse Assateague State Park For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

PROFESSIONAL CERTIFICATION

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Engineer under the laws of the state of Maryland.

MECHANICAL/PLUMBING ENGINEER

KCI Technologies, Inc 936 Ridgebrook Rd.

Sparks-Glencoe, MD 21152 Phone: 410-316-7800

License Number: 60210 Expiration Date: 11/13/2024

ELECTRICAL ENGINEER

KCI Technologies, Inc 936 Ridgebrook Rd.

Sparks-Glencoe, MD 21152 Phone: 410-316-7800

License Number: 36556 Expiration Date: 06/09/2025

PROFESSIONAL CERTIFICATION

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed Professional Architect under the laws of the state of Maryland.

ARCHITECT

Waldon Studio Architects 6325 Woodside Court Suite 310

Columbia, MD 21046 Phone: 410-290-9680

License Number: 6154 Expiration Date: 09/24/2024

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For the Department of Natural Resources

TABLE OF CONTENTS

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

▪ Notice To Bidders - Solicitation Fact Sheet (eMaryland Marketplace Advantage attachment)

▪ Instructions to Bidders for Construction Projects (July 1, 2022) (eMaryland Marketplace Advantage attachment)

▪ General Conditions for Construction Contracts (July 1, 2022) (eMaryland Marketplace Advantage attachment)

▪ Bid Proposal Affidavit (eMaryland Marketplace Advantage attachment)

▪ Payment of Employee Health Care Expenses Certification (eMaryland Marketplace Advantage attachment)

▪ Contractors Questionnaire

▪ Bid Bond, if applicable (eMaryland Marketplace Advantage attachment)

▪ Minority Business Enterprise Utilization Procedures (February 5, 2021) (eMaryland Marketplace

Advantage attachment)

▪ MBE Attachment D-1A Forms (eMaryland Marketplace Advantage attachment)

▪ List of Prevailing Wage Rates, if applicable

▪ Addenda, if any (eMaryland Marketplace Advantage attachment)

▪ Pre-Bid Conference/Site Visit – Refer to: State Finance and Procurement Article §14-302(a)(7)(v) and COMAR 21.11.03.09.C.(2)(e).

DIVISION 1 – GENERAL REQUIREMENTS

Section 010000 – General Requirements Section 018000 – Performance Requirements

DIVISION 02 - EXISTING CONDITIONS

Section 024100 – Demolition Section 028416 – Handling of Lighting Ballasts and Lamps Containing PCBs and Mercury

DIVISION 03 - CONCRETE

Section 035416 – Hydraulic Cement Underlayment

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

Section 061000 – Rough Carpentry Section 062000 – Finish Carpentry Section 068300 – Composite Paneling

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Section 072126 – Blown Insulation Section 072700 – Air Barriers Section 073113 – Asphalt Shingles Section 074633 – Plastic Siding Section 076000 – Flashing and Sheet Metal Section 079200 – Joint Sealants

DIVISION 08 - OPENINGS

Section 080670 – Hardware Schedule Section 081613 – Fiberglass Doors Section 083100 – Access Doors and Panels Section 085400 – Composite Windows Section 086000 – Roof Windows and Skylights Section 087100 – Door Hardware

For the Department of Natural Resources

Section 088000 – Glazing Section 088700 – Glazing Surface Films

DIVISION 09 - FINISHES

Section 092900 – Gypsum Board

Section 093000 – Tiling Section 096700 – Fluid-Applied Flooring Section 099100 – Painting

DIVISION 10 - SPECIALTIES

Section 101400 – Signage Section 102100 – Compartments and Cubicles Section 102600 – Wall and Door Protection Section 102800 – Toilet, Bath, and Laundry Accessories

DIVISION 11 - EQUIPMENT

Section 113000 – Residential Equipment

DIVISION 22 – PLUMBING

Section 220513 – Common Motor Requirements for Plumbing Equipment Section 220517 – Sleeves and Sleeve Seals for Plumbing Piping Section 220518 – Escutcheons for Plumbing Piping Section 220519 – Meters and Gages for Plumbing Piping Section 220523.12 – Ball Valves for Plumbing Piping Section 220523.14 – Check Valves for Plumbing Piping Section 220529 – Hangers and Supports for Plumbing Piping and Equipment Section 220553 – Identification for Plumbing Piping and Equipment Section 220719 – Plumbing Piping Insulation Section 221116 – Domestic Water Piping Section 221119 – Domestic Water Piping Specialties Section 221123.21 – Inline, Domestic-Water Pumps Section 221316 – Sanitary Waste and Vent Piping Section 221319 – Sanitary Waste Piping Specialties Section 221319.13 – Sanitary Drains Section 223400 – Fuel-Fired, Domestic-Water Heaters Section 224213.13 – Commercial Water Closets Section 224213.16 – Commercial Urinals Section 224216.13 – Commercial Lavatories

Section 224216.16 – Commercial Sinks Section 224223 – Commercial Showers Section 224713 – Drinking Fountains

DIVISION 23 – MECHANICAL

Section 230513 – Common Motor Requirements for HVAC Equipment Section 230517 – Sleeves and Sleeve Seals for HVAC Piping Section 230529 – Hangers and Supports for HVAC Piping and Equipment Section 230553 – Identification for HVAC Piping and Equipment Section 230593 – Testing, Adjusting, and Balancing for HVAC Section 231126 – Facility Liquefied-Petroleum Gas Piping Section 233113 – Metal Ducts Section 233300 – Air Duct Accessories Section 233416 – Centrifugal HVAC Fans

For the Department of Natural Resources

Section 233713.23 – Registers and Grilles

DIVISION 26 – ELECTRICAL

Section 260519 – Low-Voltage Electrical Power Conductors and Cables Section 260526 – Grounding and Bonding for Electrical Systems Section 260529 – Hangers And Supports For Electrical Systems Section 260533 – Raceway and Boxes for Electrical Systems Section 260543 - Underground Ducts and Raceways For Electrical Systems Section 260544 – Sleeves And Sleeve Seals For Electrical Raceways And Cabling Section 260553 – Identification For Electrical Systems Section 260923 – Lighting Control Devices Section 262416 – Panelboards Section 262726 – Wiring Devices Section 262816 – Circuit Breakers Section 264313 – Surge Protection For Low-voltage Electrical Power Circuits

DIVISION 28 – ELECTRONIC SAFETY & SECURITY

Section 284621.11 – Addressable Fire-Alarm Systems

For the Department of Natural Resources

LIST OF CONTRACT DRAWINGS

Drawing No. TITLE

G-001 COVER SHEET

A-001 GENERAL NOTES AND LEGEND

A-002 LIFE SAFETY PLAN – FIRST FLOOR

AS101 SLAB EDGE PLAN

AD101 DEMOLITION FLOOR PLANS

AD111 DEMOLITION REFLECTED CEILING PLAN FIRST FLOOR

AD401 ENLARGED DEMOLITION FLOOR PLANS

A-101 FIRST FLOOR PLAN – NEW WORK

A-102 ROOF PLAN

A-111 REFLECTED CEILING PLAN – FIRST FLOOR

A-201 BUILDING ELEVATIONS

A-400 TYPICAL ACCESSORY HEIGHTS AND SCHEDULE

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-403 ENLARGED PLANS – TRELLIS BETWEEN BUILDINGS

A-411 ENLARGED ELEVATIONS

A-412 ENLARGED ELEVATIONS

A-413 ENLARGED ELEVATIONS

A-601 WALL TYPES AND SCHEDULE, DETAILS

A-602 DOOR AND FRAME TYPES, SCHEDULES

A-603 EXTERIOR SHOWERS – SITE PLAN

A-604 EXTERIOR SHOWERS – ENLARGED PLANS

M-001 MECHANICAL COVER SHEET

MD-101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL PLAN

P-001 PLUMBING COVER SHEET

PD-101 PLUMBING DEMOLITION PLAN

P-100 PLUMBING SITE PLAN

P-101 PLUMBING SUB-FLOOR PLAN

P-102 PLUMBING SANITARY AND VENT PLAN

P-103 PLUMBING DOMESTIC WATER AND GAS PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING RISER DIAGRAMS

P-503 PLUMBING RISER DIAGRAMS

E-001 ELECTRICAL COVER SHEET

ED-101 ELECTRICAL LIGHTING DEMOLITION PLAN

ED-102 ELECTRICAL POWER & SPECIAL SYSTEMS DEMOLITION PLAN

E-101 ELECTRICAL LIGHTING NEW WORK PLAN

E-102 ELECTRICAL POWER & SPECIAL SYSTEMS NEW WORK PLAN

E-501 ELECTRICAL SCHEDULES AND DETAILS

E-601 ELECTRICAL DIAGRAMS

END OF SECTION

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 1

SECTION 010000 - GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE OF WORK

A. This project consists of the Contractor providing all labor, equipment, materials, supplies, insurance, etc. necessary to renovate the Day Use Bathhouse which is located at Assateague State Park, Worcester County, Maryland 21811.

B. Unit Pricing:

1. “Replacement Roof Shingles”: On the Bid Form opposite Unit Price #1, the

Contractor shall insert a cost of $ per SF (square foot) of “replacement roof shingles” X (times) an estimated number of SF = (equals) $ , Total Unit Price #1, “Replacement Roof Shingles.”

This unit price (#1) shall provide for all of the replacement roof shingle labor and material, profit and overhead, etc.; which, are associated with the removal and replacement of non-serviceable or damaged roof shingles; which, is in need of replacement using new, properly dimensioned, matching roof shingle materials according to the project specification.

1.2 SITE INSPECTION

A. Please coordinate any site visits (other than the pre-bid meeting) with the Park Manager by calling the Assateague Park Office (410-641-2120).

1.3 QUALIFICATIONS

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

B. The Contractor shall have a minimum of five (5) years of current experience performing construction work of a similar nature.

C. Upon request, the Contractor shall supply to the Procurement Officer a list of similar projects, which have been successfully completed by the Contractor.

D. All plumbing work shall be performed by a Contractor who is licensed and approved to perform work in Worcester County.

E. All ducting and ventilation work shall be performed by a Contractor who is licensed and approved to perform such work in Worcester County.

F. All electrical work shall be performed by an electrical contractor who is licensed and approved to perform work in Worcester County.

G. All roofing work shall be performed by a Roofing Installer experienced in the type of roofing system that is being installed; and, who shall have minimum of five (5) years of current experience performing construction work of a similar nature; and, must be able, at his own expense, to obtain and provide 50 year Gold Pledge warranty and install roofing in accordance with High Wind Warranty Guidelines. Refer to Contract Division 07 Specification for more information.

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 2

1.4 GENERAL REQUIREMENTS

A. The Maryland Department of General Services “Instructions to Bidders for Construction Projects,” dated July 1, 2022 and “General Conditions for Construction Projects”, dated July 1, 2022, are hereby made part of these specifications.

B. All work shall be coordinated with the DGS Inspector, DNR Park Manager and the acting Architect / Engineer (AE) / DNR Project Manager during the work initiation meeting. To minimize disruption to park operations, the duration of the contract is to be 180 calendar days; and the work at the site is anticipated to not “start” before October 1st, 2024 and is to achieve Substantial Completion before or no later than May 1st, 2025.

C. Prior to the commencement of the Contractor’s work on these buildings, the Park Staff shall remove all reusable plumbing trim, sinks, urinals, toilets, mirrors, etc. for the Park’s use as “back up” inventory for future repairs within the Park System. The General Contractor shall be responsible for the demolition, removal and proper disposal of all existing equipment and materials that are found to be in place after the Contract Start Date.

D. Work shall be accomplished during the normal working hours of 8:00 a.m. to 4:30 p.m., Monday through Friday, Holidays excluded; unless, permission is given in writing by the Park Manager to do otherwise.

E. Throughout the duration of the project, the Contractor shall be responsible for proper usage of: i), electricity; ii) LPG fuel; and, for iii) providing all temporary heating and winterization protections as required by the various product and material manufacturers at no additional cost to the State.

F. The completed project is subject to the inspection and approval of the DGS Inspector, the acting Architect/Engineer (AE) / DNR Project Manager and the DNR Park Manager.

G. The requirements stated in the General Conditions (Page 29, Section 7.02) regarding the site office and a project sign will not be required under this project.

H. The requirements stated in the General Conditions – Pages 31 – 37, Section 7.06, regarding the CPM schedule will not be required. In place of a CPM Schedule, the Contractor will be required to submit a Bar Chart Schedule which separately lists the work phases of each work location associated with this project; and, shall update such schedule on a monthly basis.

1.5 MATERIALS AND SUPPLIES

A. General

1. Once the project has been awarded and prior to ordering any materials, the

Contractor shall submit to the acting Architect/Engineer for approval, material submittals, shop drawings, etc., in accordance with DGS requirements.

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

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 3

3. 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.

4. Materials shall be stored in a safe area out of the way of traffic. Any locations for onsite storage of materials shall be approved by the Park 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 manufacturer shall be performed by the Contractor as if specified herein.

5. 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.

1.6 METHOD OF WORK

A. General:

1. All work shall be performed in accordance with the written specifications, drawings and manufacturer’s requirements and recommendations, as applicable.

2. The Contractor shall coordinate all work with the various trades and suppliers in order to complete the project expeditiously and within the time limits of the contract.

3. 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 which may be applicable throughout the duration of this project.

4. The Contractor shall perform all work in accordance with applicable code requirements and standards as defined by the Maryland Code Administration “Maryland Building Performance Standards” (MBPS) and, in accordance with MD COMAR 09.12.51; including, all modifications and referenced editions of the following: International Building Code (IBC); the International Residential Code (IRC); and the International Energy Conservation Code (IECC) including, in example:

- International Plumbing Code (IPC)

- International Mechanical Code (IMC)

- National Electric Code (NEC)

- Maryland Accessibility Code (MAC)

- Maryland Building Rehabilitation Code (MBRC)

- National Fire Protection Association 101 Life Safety Code (NFPA 101)

And, any updated supplements or modifications to the MBPS Standards which may have been enacted by the local jurisdiction and which may be applicable to the work.

5. Prior to performing any excavation work, the Contractor shall contact “MISS UTILITY” at 1-800-257-7777 (or a similar, approved “locator” service), in order to obtain utility information and to have any existing public utilities within the proposed work area or work zones “marked” by that locator service at least 48 hours prior to any excavation work.

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 4

Note 1: The Contractor shall contact a private locator service in order to obtain state-owned utility information and to have any state-owned utilities within the proposed work area or work zones “marked” by the private locator service at least 48 hours prior to any excavation work.

Note 2: All associated costs, any fees or coordination for all locator services are the responsibility of the Contractor.

6. The Contractor is to assemble “samples” for all materials or finishes and is to submit those “samples” for the Park Manager’s review and selection at the time of the Progress Meeting #1; in example:

Tile: 3X3 and 3X12 Tiles for Walls: color Floor: Epoxy: color Wall Tile Grout: color Siliconized, Tile Caulking: Floor color; Wall color Door and Door Jambs; and, Grilles, etc.; Paint: color Access Panel, water-shut off valves etc.; Paint: color Pipe Chase Ceiling and Trim; Paint: color Solid-Surface, Bathroom Partitions: color ADA Signage: color Shower Area – Deck Matting: color

7. All work shall be performed in the best and most professional manner by mechanics skilled in their respective trade.

8. Where applicable, all materials and supplies shall be installed in accordance with the manufacturer’s written instructions as if specified herein.

9. Throughout the project, the Contractor shall schedule and coordinate all work with the Park Manager to minimize disruption to the Park’s day-to-day operations.

10. The Contractor shall maintain the job site in a safe, neat, and orderly manner throughout the entire project.

11. The Contractor shall be responsible for the removal and proper disposal of all debris throughout the duration of the project.

12. Upon the completion of the project, the Contractor shall legally dispose of all excess materials, debris, etc., and shall leave all work area(s) in a “Turn Key” condition.

13. Throughout the duration of the project, Contractor shall take steps to ensure: a weatherproof roof, building security, minimum disruption to water/electric service, and adequate protection for State property.

14. Any work that has not been specifically mentioned but is reasonably implied and is necessary for the safe and satisfactory completion of the project shall be

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 5

performed by Contractor as if specified herein.

15. The Contractor shall be required to obtain an electrical certification from a non-governmental inspection agency approved by the State Fire Marshall’s office. All fees for said certificate shall be paid by the Contractor. Upon completion of the electrical phases of the work and prior to or no later than the time of the meeting for Substantial Completion, the Contractor shall provide an electrical inspection certificate approving all electric work from meter to devices, fixtures, grounding and CSST bonding, etc. performed under this project.

16. Close Out Documents: At the meeting for Substantial Completion, or prior to that time, the Contractor shall submit to the DGS Building Construction Inspector three (3) sets of Close Out Documents comprised of, in example:

- “As-built” construction drawings;

- Electrical certification

- Warranties, extended warranties, etc.; and,

- Operation and Maintenance Manuals required under the contract;

and, including a Contractor’s written statement that all training and the demonstration of equipment has been completed as required by the contract documents.

These three (3) individual sets of information shall be delivered in properly indexed, loose-leaf type, three-ringed notebooks to the DGS Inspector no later than at the time of the scheduled Substantial Completion Meeting.

17. The Contractor shall provide eight (8) hours of building operation training for Park Staff in all mechanical and plumbing systems.

18. Spare Materials: At the meeting for Substantial Completion, or prior to that time, the Contractor shall submit the following materials for the Facility’s use:

Sixteen (16) Wall Tiles. Neatly stored and placed as: sixteen (16) 4X4 wall tiles; coordinate storage location with the Facility Manager.

Four (4) “spare” shower curtain hooks* for “back up”” stock;

* The “spare” Shower Curtain Hooks are to be “on hand” and are to be turned over to the Facility Manager at the time of the meeting of Substantial Completion.

1.7 WARRANTY AND GUARANTEE:

A. The Contractor shall guarantee his/her work for a period of two (2) years from the date of acceptance. Any defects found within the warranty period shall be repaired or replaced by the Contractor at no additional cost to the State.

1.8 METHOD OF PAYMENT

For the Department of Natural Resources

GENERAL REQUIREMENTS 010000 - 6

A. Payments shall be made in accordance with the General Conditions, Section 8, “Payments”.

PART 2 PRODUCTS: NOT USED

PART 3 EXECUTION: NOT USED

END OF SECTION

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

SECTION 018000 — PERFORMANCE REQUIREMENTS

PART 1 — GENERAL

1.1 SUMMARY

A. Related Documents: Conditions of the Contract, Division 1 - General Requirements, and Drawings apply to Work of this Section.

1.2 REFERENCES

A. Reference Standards:

1. American Architectural Manufacturers Association (AAMA):

a. AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS, North American Fenestration Standard/Specification for Windows, Doors, and Skylights.

b. AAMA 1502.7, Condensation Resistance of Windows, Doors, and Glazed Wall Sections.

c. AAMA 1503.1, Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections.

2. American Society of Civil Engineers (ASCE):

a. ASCE 7, Minimum Design Loads in Buildings and Other Structures.

3. ASTM International (ASTM):

a. ASTM E1886, Performance of Exterior Windows, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials.

b. ASTM E1996, Performance of Exterior Windows, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Windborne Debris in Hurricanes.

c. ASTM E330, Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

d. ASTM E331, Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

4. National Fenestration Rating Council (NFRC):

a. NFRC 400, Determining Fenestration Product Air Leakage.

b. NFRC-100, Determining Fenestration Product Thermal Properties.

c. NFRC-500, Determining Fenestration Product Condensation Resistance Values.

1.3 FACILITY PERFORMANCE REQUIREMENTS

A. Design Requirements:

1. Manufacturer, fabricator, or installer is responsible for designing system or units, including anchorage to structural system and necessary modifications to meet specified requirements and maintain visual design concepts.

2. Where specified, manufacturer, fabricator, or installer is to employ registered professional engineer, licensed to practice engineering in jurisdiction where Project is located, to engineer each component of system. Employ:

a. Electrical engineer for electrical, communications, electronic security, and electronic safety systems.

b. Fire protection engineer or NICET certificate holder for fire suppression systems.

PERFORMANCE REQUIREMENTS 018000 - 1

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

c. Plumbing engineer for plumbing and other piping systems.

d. Mechanical engineer for HVAC and refrigeration systems.

e. Structural engineer for other systems.

3. Drawings are diagrammatic and are intended to establish basic dimension of units, sight lines, and profiles of units.

4. Provide concealed fastening wherever possible.

5. Attachment Considerations: Account for site peculiarities and expansion and contraction movements so there is no possibility of loosening, weakening and fracturing connection between:

a. Piping and units.

b. Units and supporting structure.

B. Interface With Adjacent Systems:

1. Integrate design and connections with adjacent construction.

2. Accommodate allowable tolerances and deflections for structural members in installation.

1.4 FACILITY SHELL PERFORMANCE REQUIREMENTS

A. Apply to building's envelope/skin, exterior walls, roof, and exterior soffits and ceilings.

B. Wind Load Requirements:

1. Basic (Formerly Ultimate) Design Wind Speed (Vult): 130 miles per hour.

2. Allowable Stress (Formerly Nominal) Design Wind Speed (Vasd): 101 miles per hour.

3. Building Height (in Feet): As indicated on Drawings.

4. Surface Roughness Category: D.

5. Risk Category: II.

C. Exterior Envelope Openings, Windborne Debris Impact Resistance:

1. Product manufacturer to perform specified testing.

2. Design openings in exterior envelope of building to have windborne debris impact resistant glazing as follows:

a. Glazed openings within 30 feet of ground to meet requirements of large missile impact test specified in ASTM E1996.

b. Test glazed openings in accordance with ASTM E1886.

D. Exterior Wall Elements:

1. Product/system manufacturer to perform specified testing.

2. Comply with following requirements where specified in individual Sections.

3. Air Infiltration Requirements for Fenestration Systems:

a. Skylights with Condensation Weeps:

1) Affected Section: 086000.

2) Maximum Air Infiltration Value at Test Pressure: 0.30 ft3/minft2.

3) Test Pressure (Static Air Pressure Difference): 6.24 lb/ft2.

4) Test Method Options:

a) AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS.

b) NFRC 400.

b. Swing Doors:

1) Affected Sections: 081613.

PERFORMANCE REQUIREMENTS 018000 - 2

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

2) Option 1 Value:

a) Maximum Air Infiltration Value at Test Pressure: 0.20 ft3/minft2.

b) Test Pressure (Static Air Pressure Difference): 6.24 lb/ft2.

c) Test Method Options:

1] AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS.

2] NFRC 400.

3) Option 2 Value:

a) Maximum Air Infiltration Value at Test Pressure: 0.30 ft3/minft2.

b) Test Pressure (Static Air Pressure Difference): 6.24 lb/ft2.

c) Test Method: AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS.

c. Windows:

1) Affected Sections: 085400.

2) Option 1 Value:

a) Maximum Air Infiltration Value at Test Pressure: 0.20 ft3/minft2.

b) Test Pressure (Static Air Pressure Difference): 6.24 lb/ft2.

PERFORMANCE REQUIREMENTS 018000 - 3

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

c) Test Method Options:

1] AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS.

2] NFRC 400.

3) Option 2 Value:

a) Maximum Air Infiltration Value at Test Pressure: 0.30 ft3/minft2.

b) Test Pressure (Static Air Pressure Difference): 6.24 lb/ft2.

c) Test Method: AAMA 101 / WDMA I.S.2 / CSA A440 / NAFS.

4. Condensation Resistance (CRF):

a. Determine in accordance with AAMA 1503.1 or NFRC-500.

b. Condensation Resistance Factor (CRF) of Glass System Frame (Excluding Effect of Glass): Not less than 60.

c. Provide assembly with thermal break to achieve specified Condensation Resistance Factor.

5. Structural Requirements:

a. As calculated in accordance with ASCE 7, as modified by ICC IBC and local building code; design and size components and cladding to withstand:

1) Floor and roof, live and dead loads.

2) Live loads caused by pressure and suction of wind acting normal to plane of wall.

a) Use Nominal Design Wind Speed (VULT), as modified by Building Code's load combination requirements, to establish design pressure for fenestration systems.

b) Design and size components and cladding to withstand wind load acting inward and outward normal to plane of glass assembly when tested in accordance with ASTM E330: 50 lb/ft2, and as required for components and cladding as defined in ASCE 7, whichever is greater.

3) Seismic loads and sway displacement.

4) Snow loads for sloped and horizontal assemblies.

b. Deflection Limits:

1) Systems Containing Glass or Glazing: Limit mullion deflection to flexure limit of glass, 3/4 inch, or 1/175 of member span, whichever is less; with full recovery of glazing materials.

2) Systems Not Containing Glass or Glazing: Limit framing member deflection to following flexure limit; with full recovery:

a) Member deflection shall be under full code live and dead loads.

b) Limit stud wall jamb, head, and sill framing member deflections to:

1] Stud Walls in All Other Areas: 1/240 of member span.

c) Limit lintel / beam deflection to 1/240 of member span.

c. Design and size components and cladding to accommodate, without damage to system, without damage to components and cladding, and without deterioration of seals:

1) Construction tolerances.

2) Creep of concrete structural members.

3) Deflection due to self-weight of system.

4) Deflection of structural support framing.

PERFORMANCE REQUIREMENTS 018000 - 4

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

5) Deflection of edge beams due to loading applied after erection of system to magnitude specified.

6) Dynamic loading and release of loads.

7) Mid-span slab edge deflection of span/240.

8) Movement between system and perimeter framing components and cladding.

9) Movement within system.

10) Shortening of building concrete structural columns.

d. Account for site peculiarities and expansion and contraction movements so there is no possibility of loosening, weakening or fracturing connection between units, attachment devices, and building structure.

6. Climate Zone Requirements:

a. International Energy Conservation Code Edition: 2018.

b. Climate Zone: 4, Except Marine.

c. International Building Code Use Group: Other Than R.

7. Thermal Cycling Requirements:

a. Ambient Temperature Range: Between 0 and 120 °F.

b. Material Surfaces Temperature Range: 180 EF.

c. Design components and cladding to noiselessly accommodate specified temperature cycling ranges without:

1) Buckling stresses on glass and glazing, other surface materials, or framing members.

2) Cracking.

3) Damaging loads on fasteners.

4) Detrimental effects.

5) Distorting.

6) Joint seal failure.

7) Overstress of structural elements.

8) Reduction of performance.

8. Thermal Transmittance (Conductive U-Value):

a. Fenestration Systems:

1) Determine in accordance with NFRC 100 or AAMA 1503.1 using same test size unit and configuration as that used for AAMA 1502.7 requirements.

2) Conductive Thermal Transmittance (U-Value):

a) Glass, at Center of Glass: Not to exceed 0.30 BTU/hrsfEF.

b) Combined Glass Plus Frame:

1] Fixed Fenestration: Not to exceed 0.38 BTU/hrsfEF.

2] Operable Fenestration: Not to exceed 0.45 BTU/hrsfEF.

3] Entrance Doors: Not to exceed 0.77 BTU/hrsfEF.

4] Skylights: Not to exceed 0.50 BTU/hrsfEF.

b. Opaque Doors; Conductive Thermal Transmittance (U-Value):

1) Swing Doors Without Glazing; Including Frame: 0.61.

c. Opaque Thermal Envelope Assemblies; Conductive Thermal Transmittance:

1) Floor Above Exterior Ceiling Assemblies (U-Value):

PERFORMANCE REQUIREMENTS 018000 - 5

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

a) Mass (Weighing Not Less 35 lb/ft2 or 25 lb/ft2 if it contains masonry weighing not more than 120 lb/ft3): Not to exceed 0.076 BTU/hrsfEF.

2) Roof-Ceiling Assemblies:

a) Attics (U-Value): Not to exceed 0.027 BTU/hrsfEF.

3) Wall:

a) Above Grade (U-Value):

1] Wood Framed: Not to exceed 0.064 BTU/hrsfEF.

d. Maintain continuous air and vapor barrier throughout assembly.

9. Water Infiltration of Fenestration Systems:

a. Static Water Resistance: No uncontrolled water leakage when tested in accordance with ASTM E331 at static air pressure difference of 6.24 lb/ft2 and water rate of 5 gallons/hour/ft2.

b. Dynamic Water Resistance: No uncontrolled water leakage when tested in accordance with ASTM E331 at static air pressure difference of 6.24 lb/ft2 and water rate of 5 gallons/hour/ft2.

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For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

c. Testing:

1) Test with operable sash and ventilators closed and locked.

2) Test with weatherstripping to be used in system.

3) Test without sealants applied at test facility after initial test.

d. Water penetration is defined as appearance of uncontrolled water in wall or inside building.

1.5 FACILITY INTERIORS PERFORMANCE REQUIREMENTS

A. Apply to items contained interior to building's envelope/skin, exterior walls, roof, and exterior soffits and ceilings.

B. Structural Requirements:

1. As calculated in accordance with ASCE 7, as modified by ICC IBC and local building code; design and size components to withstand:

a. Floor and roof, live and dead loads.

b. Non-Axial Load Bearing Walls: Design and size components to withstand lateral load acting inward and outward normal to plane of assembly when tested in accordance with ASTM E330, and as required for components and cladding as defined in ASCE 7, whichever is greater:

1) Walls Not Enclosing Elevator Hoistways: 5 lb/ft2.

c. Seismic loads and sway displacement.

2. Deflection Limits:

a. Systems Containing Glass: Limit mullion deflection to flexure limit of glass, 3/4 inch, or 1/175 of member span, whichever is less; with full recovery of glazing materials.

b. Systems Not Containing Glass: Limit framing member deflection to flexure limit of 1/240 of member span; with full recovery.

3. Design and size components to accommodate, without damage to system, without damage to components, or without deterioration of seals:

a. Movement within system.

b. Member deflection shall be under full code live and dead loads.

1) Limit stud wall and beam framing member deflections to:

a) Load Bearing Stud Walls: 1/240 of member span.

b) Non-Load Bearing Stud Walls: 1/240 of member span.

c. Movement between system and perimeter non-axial load-bearing framing components.

d. Dynamic loading and release of loads.

e. Deflection due to self-weight of system.

f. Deflection of structural support framing.

g. Construction tolerances.

h. Shortening of building concrete structural columns.

i. Creep of concrete structural members.

j. Deflection of edge beams due to loading applied after erection of cladding to magnitude specified.

k. Mid-span slab edge deflection of span/240.

l. Mid-span joist and beam deflection of span/240.

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For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

4. Account for site peculiarities and expansion and contraction movements so there is no possibility of loosening, weakening or fracturing connection between units, attachment devices, and building structure.

PART 2 — PRODUCTS (Not Used)

PART 3 — EXECUTION (Not Used)

END OF SECTION

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PERFORMANCE REQUIREMENTS 018000 - 8

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

SECTION 024100 — DEMOLITION

PART 1 — GENERAL

1.1 SUMMARY

A. Related Requirements:

1. Conditions of Contract.

2. Drawings.

3. Division 01 - General Requirements.

4. Section 312000 - Earth Moving.

1.2 ADMINISTRATIVE REQUIREMENTS

A. Coordination:

1. Perform Work to not interrupt normal working operations, facilities, and services.

2. Demolition activities may need to be scheduled during times outside of normal morning to afternoon construction operation hours.

3. Project involves construction inside already existing structure. Existing building and its present condition stand as construction documents of equal importance to Contract Documents. Contractors, by submitting bid, are assumed to be completely familiar with existing condition of building as it influences Work described in Drawings and Specifications. No claims for extra cost will be considered for existing conditions visible or reasonably inferable from careful examination of existing building.

4. Field survey existing conditions prior to executing work of this Section.

5. Owner assumes no responsibility for actual condition of items or structures to be demolished.

6. Conditions existing at time of commencement of Contract will be maintained by Owner insofar as practicable.

7. Variations within structure may result from Owner's removal and salvage operations conducted prior to start of demolition.

8. Temporary Facilities:

a. Provide in accordance with Section 015000.

b. Provide, erect, and maintain temporary barriers and security devices.

c. Construct to separate areas where noisy or dirt or dust operations are performed.

d. Construct temporary enclosures to completely substantial in nature to provide maximum security of existing facility during non-operational hours.

e. Provide temporary barricades and other forms of protection to protect Owner's personnel and general public from injury due to demolition work.

f. Provide protective measures to provide free and safe passage of Owner's personnel and general public to and from occupied portions of building.

g. Chutes:

1) Tight and completely enclosed.

2) Do not extend chutes in unbroken line for more than 25 feet without suitable and substantial barriers to prevent descending materials from attaining excessive or dangerous velocity.

3) Equip every chute with gate or stop located at bottom of such chute, and construct and arrange as to stop or control flow of materials from chute.

DEMOLITION 024100 - 1

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

9. Photography:

a. Photograph existing conditions of existing materials, equipment, and surrounding properties to establish condition prior to start of demolition operations.

b. Photograph conditions which could be misconstrued as damage resulting from demolition operations.

c. Provide Owner with copies of photographs prior to starting demolition operations.

10. Regulatory Requirements:

a. Comply with applicable Federal, State, and local, codes and ordinances.

b. Obtain and pay for demolition permits, fees, and licenses.

c. Do not close or obstruct roadways, sidewalks, egress paths, fire hydrants, or fire department connections to building fire suppression system without permits.

d. Maintain safe and structurally sound public access and emergency egress from building.

e. Comply with governing regulations pertaining to environmental protection.

f. Conform to procedures applicable when discovering hazardous materials.

g. Perform operations to not create nuisance in vicinity of such operations.

h. Conduct demolition to minimize interference with adjacent occupancies.

i. Conduct operations with minimum interference to public or private accesses.

B. Pre-Demolition Meeting:

1. Conduct in accordance with Section 013100.

2. Discuss coordination and scheduling of demolition work.

3. Discuss relation and coordination of demolition work with alterations, and related new construction.

4. Discuss lists of materials to be removed for reuse on site and removed for reuse off site;

include quantities, storage operations and handling operations.

C. Sequencing:

1. Sequence work under provisions of Section 011000.

2. Coordinate demolition operations with other construction activities of Project.

3. Create openings in exterior of existing facility with maximum work force in shortest possible time.

4. Sequence selective demolition activities with new construction activities to provide for immediate installation of new work in these areas

5. Coordinate, cooperate with, and note, that portions of demolition will be accomplished by Owner under separate contract:

a. Appliances.

1.3 SUBMITTALS

A. Submit in accordance with Section 013300.

B. Submit following Submittals for Architect's Information:

1. Schedule:

a. Indicate proposed methods and sequence of operations.

b. Indicate materials and elements to be salvaged.

c. Include procedures for dust and noise control.

C. Closeout Submittals:

DEMOLITION 024100 - 2

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

1. Submit under provisions of Section 017800.

2. Record Documentation:

a. Record actual locations of capped utilities, facility services, and subsurface obstructions.

b. Audited list of salvaged materials.

1.4 FIELD CONDITIONS

A. Ambient Conditions:

1. Make every effort to keep following to minimum:

a. Noise.

b. Dust.

c. Vibrations.

d. Other activities which would bother occupants or adversely affect equipment housed in existing buildings or adjacent areas.

DEMOLITION 024100 - 3

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

2. Dust Control:

a. Control dust resulting from selective demolition operations by use of dust containment partitions to prevent spread to occupied portions of building, and to avoid creation of nuisance in surrounding area.

b. Use temporary enclosures, and other suitable methods to limit dust rising and scattering in air to lowest practical level.

c. Remove temporary dust containment partitions at completion of project and repair damage to existing finishes.

3. Project to remain watertight.

PART 2 — PRODUCTS (Not Used)

PART 3 — EXECUTION

3.1 EXAMINATION

A. Examine conditions and proceed with work in accordance with Section 017000.

B. Examine site and determine type and extent of construction and difficulty of alterations.

C. Visit site to establish extent of work.

D. Before commencement of demolition operations, carefully survey existing building, and carefully examine Drawings and Specifications, to determine extent of salvage and demolition.

E. Examine conditions of Project, including weather or other deleterious elements subject to damage or movement during demolition.

F. After uncovering work, examine conditions affecting installation of Products or performance of work.

3.2 PREPARATION

A. Comply with Section 017000.

B. Structural Systems:

1. Verify dimensions, type, size, and location, of existing structural systems affected by new work.

2. Inspect and evaluate for reuse existing structural elements.

3. Ensure that structural elements are not overloaded.

4. Replace deteriorated, and damaged, timber and masonry. If deteriorated or damaged structural systems are uncovered, and are not indicated on Drawings, notify Owner and Architect and upon written authorization perform repair/replacement operations on time and material basis.

5. Contractor is responsible for increasing structural supports or adding supports for cutting, removal, and demolition activities.

6. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished, and adjacent facilities or work to remain.

7. If Safety of Structure Appears to Be Endangered:

a. Cease operations.

b. Notify authorities having jurisdiction, Owner, and Architect.

DEMOLITION 024100 - 4

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

c. Take precautions to support structure until determination is made for continuing operations.

d. Do not resume operations until directed.

C. Mark Location of Utilities and Facility Services Including:

1. Plumbing systems.

2. HVAC systems.

3. Electrical systems.

DEMOLITION 024100 - 5

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

D. Protection:

1. Take precautions to ensure against damage to existing construction to remain in place.

2. Construct and maintain shoring, bracing, and supports for cutting, removal, and demolition operations.

3. Provide adequate temporary support to assure structural integrity of affected portion of Work.

4. Provide devices and methods to protect other portions of Project, including existing improvements, existing equipment, and existing furnishings, from damage.

E. Protection During Selective Demolition:

1. Protect portions of Project which may be exposed by cutting and patching work.

2. Protect existing materials and equipment which are not to be demolished.

3. To prevent damage to existing finishes, existing improvements, existing equipment, existing furnishings, framing and structure, and maintain safety for public while demolishing parts of structures, provide and install:

a. Temporary Utilities, Construction Aids, and Barriers.

b. Structural shoring, needling, and bracing.

4. Existing Utilities, Facility Services, and Structures:

a. Protect existing utilities, facilities services, and structures encountered in performance of Work from damage, whether or not indicated on Drawings.

b. Protect existing utilities and facility services from interruption of service.

c. If existing utilities or facility services are encountered which are not shown on Drawings, or not correctly shown on Drawings, stop adjoining construction operations, notify Owner, and do not proceed until receiving instructions for proceeding from Owner.

d. If existing utilities, facilities services, or structures, whether or not shown on Drawings, are damaged, stop adjoining construction operations, notify Owner, and do not proceed until receiving instructions for proceeding from Owner.

e. Repair damage to known existing utilities, facilities services, or structures at Contractor's expense.

5. Protect from Damage: Existing finish work that is to remain in place and becomes exposed during demolition operations.

6. Protect floors with coverings to prevent damage to finishes.

7. Openings in Building Envelope:

a. Erect and maintain weatherproof closures for exterior openings.

b. Construct in accordance with Section 015000.

c. Ensure that no water leakage or damage occurs to structure or interior areas of existing building.

3.3 DEMOLITION

A. Perform in accordance with Section 017000.

B. General:

1. Perform in accordance with demolition schedule and governing regulations.

2. Disconnect, remove, cap, and identify designated utilities within demolition area.

3. Do not allow materials, objects, or debris, to fall in or on structures, alleys, or other public ways; or on buildings, other structures, or adjoining property.

4. Wet down materials, objects, or debris or treat to prevent dust or other materials, objects, or debris, that may be blown about.

DEMOLITION 024100 - 6

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

5. Removal of Materials:

a. Lower loose materials accumulating on upper floors of buildings to ground level in receptacles by elevators, hoists, or enclosed chutes.

b. When individual items are indicated to be removed, remove visually-exposed mounting devices and hardware used to mount item.

c. Legally transport and dispose of materials off-site.

DEMOLITION 024100 - 7

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

C. Selective Demolition:

1. Extent is indicated on Drawings.

2. Perform demolition in systematic manner.

3. Concrete or Masonry:

a. Demolish in small portions.

b. Cut at junctures with construction to remain.

c. Use power-driven masonry saw or hand tools.

d. Do not use power-driven impact tools to cut portions for existing materials to remain.

4. Promptly remove debris to avoid imposing excessive loads on supporting walls, floors or framing.

5. Structural or Facility Service Elements:

a. If anticipated elements are encountered which conflict with intended function or design, investigate and measure both nature and extent of conflict.

b. Submit written report to Architect describing conflict in accurate detail.

c. Pending receipt of directive from Architect, rearrange demolition schedule to continue overall job progress without delay.

d. Electric conduit may be re-used for new circuits provided it is of specified size and type, and is in condition acceptable to Architect and Owner.

6. When Facility Service Elements are Removed:

a. Remove to point below finished floors or behind finished walls.

b. Terminate and cap sufficient distance behind finished surface to permit installation of finish materials.

c. Electrical Systems:

1) Remove wiring to source panelboard or switch, or to last remaining device on same circuit.

2) Remove conduit, hangers, or supports not re-used.

3) Conduit abandoned in concrete slabs, wall, or other inaccessible locations:

a) Leave empty except for nylon pull wire.

b) Cap ends with push plugs for future re-use.

D. Site Preparation:

1. Fill depressions and excavated area resulting from demolition operations with fill material.

2. Rough grade and compact areas affected by demolition to maintain site grades and contours.

3. Grade site in accordance with Section 312000.

E. Salvage of Materials:

1. Material Resulting from Demolition Operations Not to be Reused or Remain as Owner's Property: Assume title and sell such material for its salvage value at Contractor's option.

2. Items indicated to be removed but of salvageable value to Contractor may be removed from structure as work progresses.

3. Transport salvaged items from site as they are removed.

4. On-site sale of salvage material in Contractor's title is not permitted.

5. Items Indicated "Salvage" or "Salvage and Deliver to Owner":

a. Remove materials to be re-installed or retained in manner to prevent damage.

DEMOLITION 024100 - 8

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

b. Store and protect in accordance with Section 016000.

c. Retain for Owner's use.

d. Turn over to Owner for Owner's use.

6. Items Indicated "Salvage for Re-Installation," "Salvage for Reuse on Site," or Salvage for Reuse Off Site":

a. Remove materials to be re-installed or retained in manner to prevent damage.

b. Store and protect in accordance with Section 016000.

c. Clean and prepare for re-installation as specified.

DEMOLITION 024100 - 9

For the Department of Natural Resources Project No. P-054-190-010 100% Construction Documents

3.4 ALTERATION AND RECONSTRUCTION

A. Prepare surfaces as recommended by manufacturers of finishes to be applied. Include necessary cleaning, preparation, and sealing of existing surfaces.

B. Perform minor demolition, disassembly, removal or relocation, and preparation of…