Attach 1 Specifications-SOW.pdf

Badlands National Park Interior, South Dakota

Replace exterior doors and windows on #35 Maintenance Shop Building

PMIS 247306

PROJECT SPECIFICATIONS (SOW)

NATIONAL PARK SERVICE

12/02/2020

TABLE OF CONTENTS

Section 01 10 00 - Division 01 Short Form General Requirements PAGE 3

Windows & Doors Frames PAGE 13

PROJECT PHOTOGRAPHS PAGE 13

SITE MAP PAGE 32

SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background: Maintenance Shop Building was constructed in 1959, with a window and door replacement in the early

1970’s. The weather and time have taken its toll on these windows and doors. One door, into the Auto Mechanics Office, does not open, even forced due to sagging, this is in itself is a huge safety issue, since it is the only way out of the maintenance building to the exterior. The break room door does not seal tightly and vibrates in the wind. The buildings other doors do not seal tight, rain and snow blows into the interior areas. Windows do not operate properly;

sealant does not seal, and they are past life cycle of usability.

1.2 Work Covered by the Contract Documents:

A. Project Location: Badlands National Park Maintenance 25291 Ben Reifel Road, Interior, SD 57750

1) Work consists of: The work for this project consists of removing 19 aluminum casement and sliding windows, making necessary repairs to rough openings and install new in-kind windows. The project will also remove 9 metal door frames, stabilize cement block opening and make necessary repairs to cracked block and install new metal frames and metal doors. Contractor will apply 20% reflective nano (or equal) ceramic-based window tinting to all windows.

B. All work will be performed under a single contract.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

2.4 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

2.4.1 Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

https://www.nps.gov/badl/learn/management/superintendent-s-compendium.htm

A. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

C. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 7 a.m. to 4:30 p.m., Monday through Friday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the Contracting Officer. Submit requests for work outside of the stated normal business hours to the Contracting Officer for approval at least 48 hours in advance of the work.

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to area identified by COR. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to

Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.

C. Limit site disturbance, including earthwork and clearing of vegetation, to:

a. 40 feet beyond building perimeter

b. 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter

c. 15 feet beyond primary roadway curbs and main utility branch trenches

d. 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

D. Security and Protection facilities installation:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

1. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.

2. Tree and Plant Protection: Provide Tree Protection fence at drip line of trees impacted in construction area.

Coordinate with COR.

3. Pest Control: Follow NPS requirements and practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials.

4. Site Enclosure Fence: Before construction operations begin, furnish and install portable chain link fencing in a manner that will prevent people and animals from easily entering site and or storage areas except by entrance gates.

a. Extent of Fence: As required to enclose portion determined sufficient to accommodate construction operations and storage

b. Locate vehicular gates to avoid interference with traffic on public thoroughfares.

c. Locate pedestrian entrance gates as required to provide controlled personnel entry.

d. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Provide Contracting Officer with one set of keys.

5. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security.

6. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project area – Materials can be stored on site in one bay of our carpenter’s area. Limits of use and control shall be subject to Contracting Officer’s approval. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3.5 Preservation of Natural Features: N/A

3.6 Hauling Restrictions: Must meet South Dakota State and Jackson County guidelines for load limits and requirements on county road access and National park roads to Badlands Maintenance facility.

3.7 Housekeeping:

A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all hazardous rubbish. Do not allow rubbish to accumulate. Provide onsite containers for collection of rubbish and dispose of it at frequent intervals during progress of work.

B. All construction waste becomes property of the Contractor and shall be disposed of or recycled at an approved landfill or recycling center.

3.8 Occupancy Requirements for Buildings:

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO.

b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

3.9 Photo Documentation:

All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Submit photo documentation electronically within 7 days or as approved by COR.

A. Existing Condition Images: Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

B. Construction Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with enough overall field view to show location and then details.

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the Contracting Officer Representative within one day after the meeting.

B. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

C. Store and handle hazardous materials in accordance with manufacturer’s and OSHA 29CFR1926 Subpart D requirements. Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

i. Immediately report all spills of hazardous materials to the park.

ii. Maintain a spill emergency response kit.

iii. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management:

A. Noise Control: Perform demolition and re-roof operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the Contracting Officer.

B. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

1. Do not exceed the following dB(A) limitations at 50 feet:

Sound Level in dB(A) Time Duration of Impact Noise

70 More than 12 minutes in any hour

80 More than 3 minutes in any hour

2. Maximum permissible construction equipment noise levels at 50 feet:

EARTHMOVING dB(A) MATERIALS HANDLING dB(A)

Compressors 75 Pneumatic Tools 80

Pumps 75 Saws 75

Generators 75 Vibrators 75

C. Ambient Noise:

1. Maximum noise levels (dB) for receiving noise area at property line shall be as follows:

a. Residential receiving area :

Daytime: 65 dB Nighttime: 45 dB

b. Commercial/Industrial receiving area:

Daytime: 67 dB Nighttime: 65 dB

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

(Block 11 of the SF 1442 or relevant section of the award document)

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. All bidders will be held to have the same knowledge concerning the site and the on ground conditions as if they had inspected the job site.

No change orders will be approved for work obvious during a site visit. Please see FAR 52.236-27 - Site Visit (Construction).

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, which may be used in the Construction Specifications or Special Provisions, refer to the organizations and specifications of the organizations may be found at the below https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program and providing a safe environment for all personnel and visitors.

A. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary personal protective equipment in good repair at all times. As a minimum, maintain four hard hats and all other APP required equipment.

7.2 Submittals:

A. Accident Prevention Program: At the preconstruction conference submit for approval an accident prevention program. The program shall include:

1. Name of responsible supervisor to carry out the program

2. First aid procedures https://www.nps.gov/orgs/1671/do-business-with-us.htm

3. Training, both initial and continuing

4. Planning for possible emergency situations

5. Contractor to identify nearest location of medical facility for emergencies

6. Recognition that work will be performed in remote areas with limited communication or cell phone coverage

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the Contracting Officer or designee as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide adequate facilities for the number of employees and the type of construction at the site.

7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Protective Equipment: It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources.

Response shall be consistent with guidelines established by federal, state and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

A. If a spill, leak or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the National Park Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE: See FAR 52.236-26

ITEM 9 - SUBMITTALS

9.1 General Submittal Procedures:

A. General: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using National Park

Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit to the Contracting Officer.

B. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

C. Preconstruction Conference Submittal: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

9.2 Shop Drawings, Product Data, and Samples: Contracting Officer will provide sample cover sheet.

A. Shop Drawings: Indicate waterproofing and electrical materials, connection details, anchorage spacing, hardware locations, and installation details.

B. Product Data: Provide component construction, anchorage method, hardware, etc.

C. Samples: Submit 2 color samples 4” x 6” in size of actual paint finish color selected on steel.

D. For submittals specified above, forward submittals to Contracting Officer at least 15 days before need for approval

(depends on length of project).

E. After approving submittals, Contracting Officer will return one copy to the Contractor. If submittals are not approved, Contracting Officer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: Refer to FAR 52.211-6 - If an item in this solicitation is identified as “brand name or equal” or lists more than 3 manufacturers, the purchase description reflects the characteristics and level of quality that will satisfy the Government’s needs. The salient physical, functional, or performance characteristics that “equal” products must meet are specified in the solicitation or relevant specification.

A. For each item proposed as an “approved equal,” submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified.

3. Changes required in other elements of the work because of the substitution.

4. Name, address, and telephone number of vendor.

5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

B. A request for approval constitutes a representation that Contractor:

1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

2. Will provide the same warranties for the proposed item as for the item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Progress Schedules: As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule. Contracting Officer will review the Progress Schedule for format and content. Submit four copies of Progress Schedule (normally in bar chart form) showing estimated starting and completion dates for each part of the work. The first progress payment will not be issued until an acceptable progress schedule is submitted. The following information must accompany submission of progress schedules prior to processing any pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values will be provided by the Contracting Officer.

ITEM 10 – TEMPORARY SERVICES

10.1 Description: The work of this section consists of providing temporary services required for Contractor's performance of the work of this Contract.

10.2 Fire Prevention and Protection:

A. Hazard Control: Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.

ITEM 11 - PROJECT CLOSEOUT

11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures, and safety precautions.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. At time of final inspection, project shall be thoroughly clean and ready for use.

11.3 Substantial Completion and Final Inspection: Submit written certification that project is substantially complete, and a final inspection must be requested to the Contracting Officer in writing. The Contracting Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be substantially complete, following the final inspection, the. Contracting Officer will prepare a Punch List and issue a Letter of Substantial Completion.

B. If the work is not determined to be substantially complete following the final inspection, the Contracting Officer will notify Contractor in writing. Contractor shall request a new final inspection after completing the work. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days, documented weather permitting.

D. If Contracting Officer determines that the work is not substantially complete; he will immediately notify Contractor in writing, stating reasons. After completing work, Contractor shall resubmit certification and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

E. If Contractor completes all items of work on the Punch List and all contractually required items, Contracting

Officer will issue Letter of final acceptance of work.

F. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

G. Disposition of any permits and warranties required by the specifications in this section.

11.4 Acceptance of the Work: After all deficiencies have been corrected, a Letter of Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

A. Construction Warranty shall be based on date of Substantial Completion.

B. Provide All Warranty information of products installed organized by Division. All contact information, extents and conditions shall be clearly noted as well as date of overall project Substantial Completion.

C. Information shall include operation and maintenance manuals for each warranted material.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXCUTION (NOT USED)

END OF SECTION

Statement of work

Replace windows in Badlands National Park- Maintenance Shop

Project location and description

The location of the project for these services is at the maintenance shop on the Badlands National Park. The Badlands National Park is located 80 miles east of Rapid City, South Dakota. This project will include all materials, and delivery of new windows to the maintenance shop

Scope of work

2) The contractor will be responsible for supplying the materials to complete the replacement of windows and doors at the Maintenance shop on Badlands National Park.

3) The contractor will be responsible for installation of the windows and doors at the maintenance shop.

4) Contractor will apply 20% reflective nano (or equal) ceramic-based window tinting to all windows.

Window specifications

1. Install a full frame factory manufactured double hung Marvin Aluminum Clad Ultimate Glider CN5040 series windows, or approved equal (approved equals may also include durable Fiberglass constructed windows that the contractor can demonstrate meet the specifications below in the form of size/fit, form, function, and color)

2. Window Quantities and Dimensions - The following dimensions represent the overall (outside) dimension of the window frame. Contractor is responsible for verifying all measurements to ensure replacement windows are proper size and fit correctly in window openings prior to ordering windows.

3. Window sizes are as follows:

1. 2- 81” W x 81” H

2. 6- 81" W x 65" H

3. 7- 47" W x 47" H

4. 2-40" W x 50" H

5. 1-40" W x 49" H

6. 1-76 3/4" W x 81" H

Window #1-

1-Large Window in Shop Bay #1

81" x 81" overall with bottom metal panel with HVAC Cut outs & top glass

1-Large Bay Window #1

5 3/4" HM Window Frame

81" x 81" with horizontal mullion 30" above sill (with bottom fixed 1 3/4" Hollow Metal Insulated Panel. 2 cut outs as required for HVAC-either current size or for future unit on site) Prime Finish

Insulated Low E glass in upper section-fixed

1-Paint HM Frame & HM Panel with Enamel Paint (National Park Brown)

Window #2-

1-Large Window in Shop Bay #2

81" x 81" overall with bottom & top Insulated Low E glass

1-Large Bay Window #2

5 3/4" HM Window Frame

81" x 81" with horizontal mullion 30" above sill (with fixed bottom & top Insulated Glass) Prime Finish

1-Paint HM Frame with Enamel Paint (National Park Brown)

Windows #3- #8-

6-Small Windows in Shop Bay #3 thru #8

81" W x 65" H overall with bottom & top Insulated Low E glass

6-Bay Smaller Windows (#3-#8)

5 3/4" HM Window Frame x 16 gauge galvanized

81" W x 65" H with horizontal mullion 24" above sill (with fixed top Insulated Glass) Two bottom

OPERABLE TILT OUT WINDOWS- (hinged top) with screens

Prime Finish

6-Paint HM Frame & 2 Operable Windows with Enamel Paint (National Park Brown)

Windows #9 & #10-

2-Fixed Square Windows in Break Room #9 & #10

47" W x 47" H overall with bottom & top Insulated Low E glass

2-Break Room Fixed Windows (#9-#10)

5 3/4" HM Window Frame x 16 gauge galvanized

47" W x 47" with Single Fixed Insulated Glass Low_E

2-Paint HM Window Frame with Enamel Paint (National Park Brown)

Windows #11 - #14-

4-Operable Square Windows in Break Room #11, #12, #13 & #14

47" W x 47" H overall with bottom & top Insulated Low E glass

4-Break Room Casement/Fixed Windows (#11, #12, #13, #14)

5 3/4" HM Window Frame x 16 gauge galvanized

47" W x 47" with Vertical Mullion & Insulated Glass Low_E

One Side to have Casement Operable Window

4-Paint HM Window Frame & Operable Window with Enamel Paint (National Park Brown)

Window #15-

3 Operable Window in Kitchenette #15

47" W x 47" H overall with bottom & top Insulated Low E glass

1-Kitchenette Casement/Fixed Window (#15)

5 3/4" HM Window Frame x 16 gauge galvanized

35" W x 47" with Vertical Mullion & Insulated Glass Low_E

Bottom window to be top hinged with crank

1-Paint HM Window Frame & Operable Window with Enamel Paint (National Park Brown)

Windows #16 - #17-

2-Operable Windows both sides of Exterior Utility Room Door

40" W x 50" H overall with 2 fixed top Insulated Low E glass

& Bottom Operable Window

2-Utility Windows Fixed top section with bottom Windows (#11, #12, #13, #14)

5 3/4" HM Window Frame x 16 gauge galvanized

40" W x 50" with 2 Horizontal Mullions & Insulated Glass Low_E

Bottom to have Tilt out Operable Window with Crank & Screen

2-Paint HM Window Frame & Operable Window with Enamel Paint (National Park Brown)

Window #18-

1-Window with bottom tilt out-Small Office Window #18

40" W x 49" H overall with bottom & top Insulated Low E glass

1-Office-Small Window Crank Out/Fixed Window (#18)

5 3/4" HM Window Frame x 16 gauge galvanized

40" W x 49" with Vertical Mullion & Insulated Glass Low_E

Bottom to have tilt out top hinged Operable Window with Screen

1-Paint HM Window Frame & Operable Window with Enamel Paint (National Park Brown)

Window #19-

1-Large Office Window #19

76 3/4" x 81" overall with bottom metal panel with HVAC Cut outs & top glass

1-Large Bay Window #19

5 3/4" HM Window Frame

76 3/4" x 81" with horizontal mullion 32" from top (with top fixed 1 3/4" Hollow Metal Insulated Panel)

Prime Finish

Insulated Low E glass in Lower section-fixed

1-Paint HM Frame & HM Panel with Enamel Paint (National Park Brown)

Steel framed door specifications

1.Install a full frame factory manufactured steel framed doors or approved equal.

2.Steel framed door quantities and Dimensions - The following dimensions represent the overall (outside) dimension of the door frame. Contractor is responsible for verifying all measurements to ensure replacement doors are proper size and fit correctly in window openings prior to ordering doors.

3. Steel framed door sizes are as followed:

1. 6- 40"x 86"

2. 3- 36"x 86"

3. 3-36” x 118”

Door Frame #1- 1-Hollow Metal Door & Frame #1 Interior Frame-Between two shops (existing is wood) Frame is grouted in-No Lintel or Bond beam apparent Block is cracking above door New Hollow Metal Frame 16 ga, new HM Door 18 ga New hinges, Best Lockset & Overhead Stop 1-Hollow Metal Frame 5 3/4" 2668 Left Hand 16 Ga CRS Prime Finish 1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts) 1-Finish Paint Steel Frame (National Park-Brown) 1-#1807 Hollow Metal Door 2668 18 Ga CRS x "C" cylindrical lock prep Prime Finish 1-Paint HM Door with Enamel Paint 3- Stanley FBB179 4.5 x 4.5 x US26D Hinges 1- Best 9K37AB15D x LC (less Core) US26D Office Lever Lockset (PL70 $665.00) 1-ABH 4421 x US32D Overhead Stop

Door Frame # 3-

1-Hollow Metal Door & Frame #3

Interior Frame-Between two shops (existing is pair)

Frame is grouted in-No Lintel or Bond beam apparent

Change frame from Pair to Single-Block in opening where inactive leaf is

New Hollow Metal Frame 16 ga, new HM Door 18 ga

New hinges, Best Lockset & Overhead Stop

1-Hollow Metal Frame 5 3/4" 2870 Right Hand 16 gauge-Prime Finish

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Hollow Metal Door 2870 18 Ga CRS x cylindrical prep

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Best 9K37AB15D x LC (less Core) US26D Office Lever Lockset (PL70 $665.00)

1-ABH 4421 x US32D Overhead Stop

1-Block, Grout & Material (by Double H Masonry)

Door Frame #6-

1-Hollow Metal Door & Frame #6

Interior Frame-Bay to Mechanical Room

New Hollow Metal Frame 16 ga, new HM Door 18 ga

New hinges, Best Lockset & Wall Stop

1-Hollow Metal Frame 7 3/4" 3070 Right Hand Outswing (LHR) 16 Ga Galvanized

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-HM Door 3070 x 18 gauge Galvanized x "C" Prep x WHI 3 Hour (Cylindrical Prep Door)

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Best 9K37AB15D x LC (less Core) US26D Office Lever Lockset (PL70 $665.00)

1-Hager 236W x 630 Concave wall stop - wrought, stainless steel

Door Frame #7-

1-Hollow Metal Door & Frame #7

Interior Frame-Hall to Break Room

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 18 ga

New hinges, Push Pull with Hold Open Door Closer

1-Hollow Metal Frame 8 1/4" 3068 Right Hand 16 Ga Galvanized

(3) 4 1/2" Reg + R7 Closer reinforcement

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Hollow Metal Door 3068 18 Ga CRS x panic prep Narrow Vision Door-Push/Pull

1-HM Service Charge- Cut in Narrow Vision or small square vision into HM Door

1-Anemostat LoPro 8 x 32 x Bronze Enamel (exposed glass 6 x 30)

(glass cut size 1/4" x 7" x 31)

1-Insulated Glass 1" x 7" x 31" Clear Tempered Insulated Glass

1-HM Shop Glass installation into vision kit

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Stanley QDC214F x 689 Closer w/ Hold-Open and Compression Stop

1-Hager 30S x 4" x 16" x 630 stainless steel push plate

1-Hager 31G 8" pull x 4" x 16" x 630 stainless steel back plate

Door Frame #8-

1-Hollow Metal Door & Frame #8

Interior Frame-Hall to Unisex Rest Room

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 18 ga

New hinges, Push Pull with Door Closer & Occupancy Deadbolt

1-Hollow Metal Frame 6 1/4" 2870 Left Hand 16 Ga Galvanized

(3) 4 1/2" Reg + R1 Closer Reinf- Push Pull + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Hollow Metal Door 2870 18 Ga CRS x Push Pull & Deadbolt Prep (48" AFF) Flush Door

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Stanley QDC211F x 689 Tri-Pack Arm Door Closer (regular arm-parallel arm or top jamb mount)

1-Hager 30S x 4" x 16" x 630 stainless steel push plate

1-Hager 31G 8" pull x 4" x 16" x 630 stainless steel back plate

1-Schlage B571 x 626 Occupancy Indicator Deadbolt

Door Frame #9-

1-Hollow Metal Door & Frame #9

Exterior Frame-From Restroom

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

1-Hollow Metal Frame 6 1/4" 3070 Left Hand Inswing 16 Gauge Galvanized

(3) 4 1/2" Reg + ASA Strike + Closer Reinforcement + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Hollow Metal Door 3070 16 Ga Galv x Cylindrical prep (Flush Door)

Add Deadbolt Prep

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Best 8T37K x STK x 626 Single Keyed Deadbolt 100.00 100.00T

1 Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 303AS3684 Silicone Weatherstrip for 3070 opening

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

1-Reese R201A40 Rain Drip

1-Pemko 182A x 36" x 1/2" x 7" Aluminum Threshold w/ 1/2" offset at interior

Door Frame #10-

1-Hollow Metal Door & Frame #10

Interior Frame-Bay to Office

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 18 ga

New hinges, Lockset & Overhead stop

1-Hollow Metal Frame 8 3/4" 3070 Right Hand 16 Ga Galvanized

(3) 4 1/2" Reg + ASA Strike

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Hollow Metal Door 3070 18 Ga CRS x cylindrical prep

1-HM Service Charge- Cut in Narrow Vision or small square vision into HM Door

1-Anemostat LoPro 14 x 14 x Beige Enamel (exposed glass 12" x 12")

(glass cut size 1/4" x 13" x 13")

1-1/4" x 13" x 13" Clear Tempered Glass

(Must have bug)

(For LoPro 14 x14 or LFRA100 14 x 14)

1-HM Shop Glass installation into vision kit

1-Paint HM Door with Enamel Paint

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665)

1-ABH 4423 x US32D Overhead Stop

Door Frame #14-

1-Hollow Metal Door & Frame #14

Exterior Frame-Break Room

Existing Residential Frame with Brick Mold and 3" Pine Casing

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

New Pine Casing on interior to match room

1-Hollow Metal Frame 6 3/4" 3068 Right Hand Outswing (LHR) Inswing 16 Gauge Galvanized

Retrofit Frame (3/4" Faces opposite door side)

18-Radiata Pine-Casing (Match existing)

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Hollow Metal Door 3068 16 Ga Galv x Cylindrical prep (Flush Door)

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 303AS3684 Silicone Weatherstrip for 3070 opening

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

1-Reese S205A-36" (Saddle Threshold- 1/2" x 5" x Aluminum mill finish)

Door Frame #15-

1-Hollow Metal Door & Frame #15

Exterior Frame- Auto Shop Office with A/C above door (Right Hand Open)

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

1-Hollow Metal Frame 6 1/4" 3070 Left Hand Inswing 16 Gauge Galvanized

(3) 4 1/2" Reg + ASA Strike + Closer Reinforcement + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Hollow Metal Door 3070 16 Ga Galv x Cylindrical prep (Flush Door)

Add Deadbolt Prep

1-Paint HM Door with Enamel Paint

3-Stanley FBB179 4.5 x 4.5 x US26D Hinges

1-Best 8T37K x STK x 626 Single Keyed Deadbolt 100.00 100.00T

1 Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 303AS3684 Silicone Weatherstrip for 3070 opening

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

Door Frame #16-

1-Hollow Metal Door & Frame #16

Exterior Frame-Utility/Furnace Room

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

1-Hollow Metal Frame 6 1/4" 3070 Left Hand Inswing 16 Gauge Galvanized

(3) 4 1/2" Reg + ASA Strike + Closer Reinforcement + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Hollow Metal Door 3070 16 Ga Galv x Cylindrical prep (Flush Door)

Add Deadbolt Prep

1-Paint HM Door with Enamel Paint

Blue arrows indicate where A/C unit is located currently.

Red Arrow points to damage to floor from use of the current door to the office

1-Best 8T37K x STK x 626 Single Keyed Deadbolt 100.00 100.00T

1 Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 303AS3684 Silicone Weatherstrip for 3070 opening

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

Door Frame 17-

Exterior Frame- Auto Shop (Right Hand Open)

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

1-Hollow Metal Frame 6 1/4" 3070 Left Hand Inswing 16 Gauge Galvanized

(3) 4 1/2" Reg + ASA Strike + Closer Reinforcement + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Hollow Metal Door 3070 16 Ga Galv x Cylindrical prep (Flush Door)

Add Deadbolt Prep

1-Paint HM Door with Enamel Paint

1 Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

Door Frame 18-

Exterior Frame- Wood Shop (Left Hand Open)

Frame is grouted in

New Hollow Metal Frame 16 ga, new HM Door 16 gauge galvanized

New hinges, Best Lockset, Door Closer, Drip Cap, Weatherstrip, Threshold & Sweep

1-Hollow Metal Frame 6 1/4" 3070 Left Hand Inswing 16 Gauge Galvanized

(3) 4 1/2" Reg + ASA Strike + Closer Reinforcement + DB Strike 48" AFF

1-Punch & Dimple Hollow Metal frame for existing masonry (Provide 6 each 3/8" x 5" Expansion Bolts)

1-Finish Paint Steel Frame (National Park-Brown)

1-Best 9K37AB15D x LC (less core) US26D Office Lever Lockset (PL70 $665.00)

1-Hollow Metal Door 3070 16 Ga Galv x Cylindrical prep (Flush Door)

Add Deadbolt Prep

1-Paint HM Door with Enamel Paint

1 Stanley QDC111 x P x 689 x S/TAP Closer w/Tri-Pack Arm (Mount Regular Arm)

1-Pemko 315CN36 3 ft Neoprene Sweep-Clear Aluminum Finish

- Maintenance Shop Building (Access road behind Ben Reifel Visitor Center)

A. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary personal protective equipment in good repair at all times. As a minimum, maintain four hard hats and all other APP re...