B08_140P4324Q0041_CACO_Attachment_001_SOW_PIERSON_MAINTENANCE_04302024.pdf

4/30/2024

PROVIDE MAINTENANCE PIERSON HOUSE

1. PROJECT DATA:

TITLE: PROVIDE MAINTENANCE PIERSON HOUSE

BUILDING/FACILITY: CAPE COD NATIONAL SEASHORE, PIERSON HOUSE,105 AUNT SALLY’S

ROAD, WELLFLEET, MA

CONTRACT NUMBER: TBD

COR: JOHN CULLEN

REQUESTOR: MAINTENANCE

CONTRACTOR: MATOC

CONSTRUCTION DURATION: 90 days

2. General Description of Work:

Base Bid: Base bid items are as follows: 1. Provide new 22 mil vinyl plank flooring. Rooms that are scheduled to receive new floors are shown on the contract drawings; 2. Clean, patch, spot prime and paint interior walls and ceilings. Existing unpainted pine paneling do not receive paint; 3.At bathroom #2, disconnect plumbing, remove plumbing, cap plumbing (behind wall) and remove prefabricated shower enclosure; 4. Where shower is removed, patch the adjoining walls and floor; 5. At bathroom #2, provide two (2) coats of oil based polyurethane with Satin finish to the existing pine paneling; 6 At furnace room, provide new wall with vented door to separate the furnace room from the means of egress; 7.

Relocate existing furnace room ceiling light to allow new wall installation; 7. Remove existing trim, existing entry door and frame at main entrance and utility room; and 8. Provide two new 32 inch x 76 inch, two lite, pre-hung, steel entry doors.

Option 1: Option 1 items are as follows: 1. Remove, properly dispose and replace the antiquated roof system for the house, adjoining utility room and covered porch; 2. Selectively remove and repair up to 64 square feet of rood deck with one-half inch type CDX Douglas fir plywood; 3. Prepare roof overlay with 36-inch-wide ice and water at the eaves, perimeter of chimney up to chimney flashing, at the intersection of the house side wall (extend 12 inches) with the utility roof and covered porch roof and extend membrane vertically where sidewall shingles are scheduled for removal and replacement (covered porch with 12 inch overlap at the roof; 4. Provide aluminum drip edge at eaves and rakes; 5. Provide 30 pound felt with fiberglass reinforcement per manufacturers instruction for all roofing; 6. Provide new lead flashing and new lead counter flashing at the chimney, porch roof to sidewall and utility room to sidewall; 7. Remove and replace all fascia, rakes, moldings fascia and sill trim (new door) with white 1 inch thick (nominal) composite lumber (Azek, Trex, Kleer or approved equal) to match existing widths; 8. Remove and replace existing sidewall shingles at

East Utility room wall and at the exterior shingle walls beneath the covered porch; 9. Replace insect damaged red cedar shingles from sill to sofit at South East Corner (36 inch width); and 9. Provide selective patching and repair of missing or damaged red cedar sidewall shingles at connections to new fascia and rakes.

Allowance is 100 square feet of repair and replacement.

Option 2: Option 2 items are as follows: 1. Clean exterior sidewall shingles; 2. Provide two (2) coats of stain;

and 3. Cut three existing bushes at North side of the house to rake and remove debris from site.

Option 3: Option 3 items area as follows: 1. Demolish, remove and dispose of the existing detached shed; 2.

Demolish, remove and dispose of the front porch and stairs; 3. Demolish, remove and dispose of the house wood walkway; 4. Remove and dispose of yard debris adjacent to shed; 5. Remove and dispose of blue stone patio; 6. Provide compacted fill for footing, new concrete slab and two new precast concrete platforms with step to main entrance and utility entrance doors; 6. Grade walkway area and provide 5 inch steel edging, landscape fabric and washed pea stone gravel; and 7. Rake, clean debris and grade perimeter of new walkway and new precast stairs.

3. List of Drawings:

T-1 Drawing 1 of 6 Title Sheet A-1 Drawing 2 of 6 Pierson Interior Maintenance A-2 Drawing 3 of 6 Pierson Exterior Maintenance A-3 Drawing 4 of 6 Photos L-1 Drawing 5 of 6 Site L-2 Drawing 6 of 6 Site New

4. General Requirements:

1. Project is located at the Cape Cod National Seashore, Pierson House, 105 Aunt Sally’s Road, Wellfleet Ma.

2. Prepare and clean surfaces for painting. Prepare walls and ceiling to level 4 finish.

3. Strip existing wallpaper at Bathroom no. 1 and prepare walls for paint.

4. Prime and paint bathroom no. 1 and bathroom no. 2 walls and ceilings with Benjamin-Moore regal select Matte Finish, color White 548 01. Prime bathroom walls and ceiling with Benjamin Moor

SuperHide Latex flat or approved equal (Sherwin Williams, PPG Architectural and Pittsburgh).

5. Paint walls and ceilings with two coats of Benjamin-Moore Regal Select Matte Finish, color White 548

01 or equal (Sherwin-Williams, PPG Architectural and Pittsburgh). Spot prime the patched areas and areas where existing paint has pealed or has stains.

6. Provide 72 hours’ notice to schedule water shutdown at Bathroom No. 2.

7. Once water has been shut down, drain system, and remove mixing valve, hot water and cold-water lines at crawl space and cap lines.

8. Cut and cap shower drain line below the finished floor. Remove prefabricated shower and properly dispose of shower off-site.

9. Patch drain hole at the floor with a wood plug. Plug shall be glued and then sanded flush with the existing bathroom floor. Prime floor surface for leveling with Henry Level Pro primer and apply

Henry 555 Level Pro self-leveling underlayment or approved equal (Laticrete, Ardex or Sika).

10. Prepare floors to receive vinyl plank flooring. Remove existing metal thresholds at kitchen and entry to

Bathroom No 2. Where existing sheet vinyl has curled and bond has failed, cut and selectively remove the sheet good (allowance is 6 inches x 20 ft). Mechanically fasten sheet good edges with No. 6 ring shank nails.

11. Remove wood transition threshold at main entry door.

12. As part of the floor preparation, patch and fill all voids in the existing floor and at the entry doors sills.

Prime surfaces with Henry Level Pro primer and apply Henry 555 Level Pro self-leveling underlayment or approved equal (Laticrete, Ardex or Sika)

13. The existing bathroom no.1 wood threshold shall remain.

14. Provide new 22 mil x 8.7 inch x 48 inch click lock water proof. The basis of design is Lifeproof, model

Peace Ridge Oak or approved equal (Mohawk, Shaw or COREtec). Edges shall have micro-bevel.

Install in accordance with manufacturer's instructions for application and installation unless specified otherwise. When installing tile, mix tile from at least two containers. An apparent line either of shades or pattern variance is not acceptable. Lay tile symmetrically about center of room or space with joints aligned. Vary edge width as necessary to maintain full size tiles in the field, no edge tile to be less than

1/2 the field tile size, except where irregular shaped rooms make it impossible. Place tile pattern in the same direction. Match tile installation to approved mockup. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, cabinets, pipes, hearth and outlets. Cut door frames to allow LVT to be set recessed to frames. Toilets shall be removed to allow new floor installation to be provided under the toilet. Adhere the new LVT at the two main entrances, around toilets and at new LVT adjacent to the tub with an epoxy floor adhesive.

Once glued LVT has set, reinstall toilet (provide new wax ring, silicone sealant to reset toilets and clear silicone sealant at tub and floor joint). Provide tapered moldings of colored anodized aluminum for the flooring transition at the two main entrances and the entrance to the furnace room. Provide vertical lip on molding of maximum 6 mm (1/4 inch). Provide bevel change in level between 6 and 13 mm (1/4 and 1/2 inch) with a slope no greater than 1:2. Fasteners for Aluminum Molding’s shall be stainless steel.

15. For final inspection, clean new flooring as recommended in accordance with manufacturer’s printed maintenance instructions and within the recommended time frame. As required by the manufacturer, apply the recommended number of coats and type of polish and/or finish in accordance with manufacturer’s written instructions.

16. For new furnace room wall, provide new ½ inch, type XP drywall on new 2x4 KD SPF lumber. Studs shall be provided 16inches on center and mechanically fastened to the existing ceiling and floor. Rough in for one 30in x 80 in door. Prime and paint wall to match existing.

17. Provide one (1) new MDF primed, pre-hung and vented furnace room door (30IN X 80IN) with passage lockset. Paint door to match walls.

18. Remove existing exterior entry door, frame, threshold, interior trim and exterior trim. Retain lockset for re-use on new door.

19. Remove existing exterior entry door at utility room. Remove frame, threshold, interior trim and exterior trim. Retain lockset for re-use on new door.

20. Wrap door opening with ice and water. Provide aluminum drip edge at the header trim and sill trim.

21. Provide new composite trim and sill trim at new entry door and utility room door. Trim shall be 1-inch-thick nominal with width to match existing trim.

22. Provide new 32-inch-wide x 76-inch-high pre-hung steel exterior entry door, right hand in-swing.

Utility room is a left hand in swing. Basis of design is MHD or approved equal (Pella, Jeld-Wen or

Heritage). Door shall be factory primed and prefinished white. Door shall be two lite, 1-3/4 inch thick with 28-gauge steel and three sets of removable pin hinges. Jamb size for bid is 4-9/16 inches. Door edges shall be rolled steel with nailing fin. The lock edge shall be reinforced with engineered lumber and lock set area reinforced with solid blocking. Door edges and door bottom shall be moisture and decay resistant. Door core shall be foamed in place polyurethane, minimum R-12 insulation rating.

Door shall be Energy Star rated. Door, frame and hardware shall meet the following standards:

A. American National Standards Institute (ANSI):

ANSI/BHMA A156.15-2014 - Hardware preparation in Steel Doors and Steel Frames.

ANSI/SDI Standard A224.1 - Test Procedure and Acceptance Criteria for Prime Painted Steel

Surfaces for Steel Doors & Frames.

B. ASTM International (ASTM):

ASTM A653 / A653-M - Standard Specification for Steel Sheet Zinc Coated (Galvanized) of Zinc-Iron

Alloy Coated (Galvanealed) by the Hot Dip Process.

ASTM A924 / 924-M-14 - Standard Specification for General Requirements for Steel Sheet, Metallic-

Coated by the Hot Dip Process.

ASTM A1008 / A1008M-13 - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High Strength Low Alloy, High Strength Low Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus.

ASTM D610 - Standard Practice for Evaluating Degree of Rusting on Painted Steel Surfaces.

ASTM D714 - Standard Test Method for Evaluating Degree of Blistering of Paints.

ASTM D1654 - Standard Test Method for Evaluation of Painted or Coated Specimens Subject to a

Corrosive Environment.

ASTM D1735 - Standard Practice for Testing Water Resistance of Coatings Using Water Fog

Apparatus

ASTM D3363 - Standard Test Method for Film Hardness by Pencil Test

ASTM E331 - Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by

Uniform Static Air Pressure Difference. No water penetration through door unit with water applied at a rate of 5 gallons per hour per foot at ) psf.

ASTM E413 - Classification for Rating Sound Insulation (STC).

23. Strip off and properly dispose of the existing roof shingles, nails, felt, membrane underlayment, drip edge, for Pierson House, Utility room and porch. Remove debris from roof, the job site and properly dispose of all debris. Sweep the site at grade with a magnetic roller each day.

24. Onsite dumpsters are authorized. The dumpster shall be covered and shall be removed from the site prior to final inspection. Patch and grade damage from the dumpster to the landscape.

25. The contractor shall remove all debris, trash, nails, etc from the work areas each day. Sweep the construction site with a magnetic roller each day.

26. The Pierson House will not be occupied during construction.

27. The Pierson House is within park boundary’s but is part of a residential neighborhood consisting of both government and private housing. The site is unrestricted. Provide warning signs, catch platforms, etc.

to protect the public and government employees. All equipment, ladders, material and tools shall be secured when not in use or when not supervised.

28. Conduct operations to provide minimum interference with the adjoining neighborhood. Adhere to town of Wellfleet noise and construction restrictions (no noise between 10pm and 8am) daily.

29. Fasten replacement sheathing to ensure substrate meets the shingle manufacturer’s installation requirements and that it is fastened in accordance with the Massachusetts State Building Code, 9th edition. Sheathing, nails shall be 8D HOT DIPPED GALVANIZED RING SHANK NAIL. Hot dipped galvanized for exterior use.

30. Asphalt-Saturated Roofing Felt shall be Fiberglass reinforced Roof Deck Protection - UL Classified for use with Class A Asphalt Shingles to meet roof shingle manufacturer’s requirement, complying with

ASTM D 226, ASTM D4869, 36” wide. Material shall be GAF Shingle mate, Tarah Type 30 ASTM

Saturated Felt, United Roofing Manufacturing #30 HD ASTM 4869 Type II or equal. Apply felt wrinkle free, in shingle fashion to shed water and with end laps not less than 6 inches between courses. Overlap side edges in accordance with manufacturers specifications but not less than 3-1/2 inches. Secure felt with fasteners in accordance with the manufacturer’s specification.

31. Asphalt Plastic Cement shall be rubber reinforced asphalt cement with mineral fibers complying with

ASTM D-4586 Type 1, ASTM D 3409 and federal Spec SS-C-153 Type 1 (Asbestos-Free) designed for trowel application. Material shall be Karnak #19 Ultra Rubberized Flashing Cement, APOC 128 All Pro

SBS Rubberized Flashing Cement, BLACK JACK Premium Rubberized or equal.

32. Membrane Flashing at Eaves, Valleys, Ridge, vertical wall as shown on the drawing and chimneys shall be cross laminated, high density self-adhering polyethylene membrane, 40 mils thick, 36” wide, with nonskid surface. Membrane must be compatible with shingles and asphalt saturated felt underlayment.

Membrane shall comply with ASTM D1970/D1970M. Acceptable products include: W.R. Grace - Ice and Water Shield - 40 mil; CertainTeed - Winter Guard; GAF – Storm Guard; Owens Corning - Deck

Dri; EMCO - Proguard Waterproofing Membrane; or equal approved by the government.

33. Roofing Nails shall be hot-dip galvanized 11 or 12-gage, sharp pointed, conventional roofing nails with barbed shanks, minimum 3/8" diameter head and of sufficient length to penetrate through sheathing.

Nails shall meet ASTM A-153 Hot Dip Galvanizing Spec.

34. Aluminum Drip Edge shall be minimum .024" aluminum sheet style-D drip edge, brake-formed to provide a minimum 1¼” inch flange with 3/8" drip at lower edge by minimum 6 1/2” roof deck flange.

Furnish in 8' or 10’ lengths. Do install drip edge in pieces shorter than 24”. Color to be selected by government from the manufactures standard color palette.

35. Metal Flashing, shall be sheet lead complying with ASTM B-29 and Federal Specification QQL-20F, 4 lbs/sf, 1/16 inch minimum thickness.

36. Reglets Adhesive and Sealant (s): Seal reglets to chimney with the one-part, single component bitumen-modified, moisture-curing polyurethane sealant. Reglet sealant shall meet ASTM C836-84.

37. Western Red Cedar Shingles: Shingles shall be Kiln Dried, Grade A, Number 1, Re-Squared and

Rebutted, color natural/clear, minimum width 4 inches, minimum length 18 inches and butt is 0.45 inches. One 100 square feet is based on a 5 inch exposure. Contractor shall match existing shingle exposure for installation.

38. Sidewall fasteners shall be type 316 stainless steel, 3d and 1-14 inch. Provide two fasteners per shingle.

39. Provide Henry Blueskin VP 100 Self Adhered barrier or equal (Zip System, Grace Vycor enVS or

Norton 05920) for red cedar shingle work at the southeast corner and new utility room sidewall shingles.

40. At the chimney provide new ice and water membrane, reglets, lead counter flashing and lead roof flashing. Ice and water membrane shall consist of 36 inches of ice and water membrane with a minimum of 4 inches adhered to the face of the chimney. Provide stepped lead flashing and lead counter flashing. Provide lead full depth at each reglet. Space wedges 6 inches on center. Reglet shall be set not less than 9 inches above roof. Butt and align end joint of each section of reglet and securely hold in position until adhesive has cured.

41. Contractor shall document with digital photos all flashing assembly during the construction process.

Submit schedule showing the location of each photo with dates, times, name and title of photographer.

42. Provide (furnish and install) new Timberline HDZ Series or equal (owen cornings, Tamko and

PABCO) Building products or architectural energy savings shingle roof complete with manufacturers’ 25 year non-prorated roof warranty. Shingles shall be heavyweight, granule surfaced, self-sealing asphalt shingle with a strong fiberglass reinforced and a mineral granule surfacing.

Architectural laminate styling provides a wood shake appearance with a 5-5/8 inch exposure. Features highly reflective roofing granules that bounce back the sun’s rays and more effectively release absorbed heat. Color shall be weathered wood. Shingles shall comply with: ASTM D 4586;

ASTM D 3018, Type 1; ASTM D 3462 Tear Resistance; ASTM E 108 Fire Resistance: Class

A; ASTM D 3161 Wind Resistance: Type 1; ASTM E 903 Standard Test for Solar

Absorptance; UL 790 Fire Resistance: Class A; Wind - ASTM D7158, Class H; and Algae

Resistant.

43. Provide metal drip edge on all edges including rakes and eaves.

44. Deliver materials in manufacturer's unopened, labeled bundles, rolls or containers. Materials shall be stored to avoid water damage. Comply with manufacturer's recommendations for job-site storage and protection.

45. Proceed with shingle work only when weather conditions are in compliance with manufacturer's recommendations and when substrate is completely dry. ABSOLUTELY NO

WORK SHALL BE PERFORMED IN THE RAIN. NO SHINGLE WORK SHALL BE

PERFORMED WHEN THE AIR TEMPERATURE IS BELOW 32 F.

46. ROOFING INSTALLATION shall comply with instructions and recommendations of shingle manufacturer, except to extent more stringent requirements are indicated in theses Contract

Documents.

47. Underlayment: Apply one layer felt, free of wrinkles, over entire surface, lapping succeeding courses 2" minimum and 6’ minimum at side laps, fastening with sufficient nails to hold in place until shingle application. Stagger side laps at least 24” at each consecutive layer.

48. Shingles: Install manufacturer’s starter strip or a course of the specified shingles with tabs removed; fasten shingles in pattern, weather exposure and number of fasteners per shingle as recommended by manufacturer. Use horizontal and vertical chalk lines to ensure straight coursing.

49. Inverting a course of shingles is NOT an Acceptable Starter Course

50. Comply with installation details and recommendations of shingle manufacturer and NRCA

Steep Roofing Manual.

51. Flashing and Edge Protection: Install metal flashing and edge protection in compliance with details and recommendations of the NRCA Steep Roofing Manual.

52. Flashing at Vertical Walls: Build in lead step flashing at each course of shingles as work progresses. Apply plastic cement at roof surfaces of each piece of flashing.

53. Vent Pipe Flashing and Roof Jacks: Bind in pipe flashing or roof jacks by applying shingles up to pipes. Cut hole in shingles for pipe in next course. Place a bed of roofer’s cement around opening and set shingle in mastic. Apply rubberized membrane over and around metal flashing. Cut shingles in next course around opening and bed into mastic.

54. Flashing at Intersecting roofs: Provide new flashing. Cut shingles to step and counter flash each course. Place a bed of asphalt plastic cement around opening and set shingle in mastic.

55. Ridge Cap: Install in accordance with manufacturer’s instructions. Contractor should provide cap shingles on all ridges.

56. Fasten runs of fascia and rakes with a scarf joint. Provide an acrylic or UV-resistant caulk in each joint. The joint should be secured with fasteners on each side of the joint.

57. Existing fascia and rakes shall be removed and replaced with composite trim. Basis of design is Azek or equal (James Hardy, Trex or Kleer) 1-inch nominal thickness. The width and length shall be cut to match the existing. Provide fasteners in accordance with manufacturers specification and for coastal environment.

58. Contractor shall provide manufacturer approved fasteners for composite fascia, rakes and trim.

59. Provide oil based prime and two coats of latex paint to existing soffit, color white. Wood surfaces shall be cleaned in accordance with the manufacture’s recommendations. Remove loose paint, dirt and mildew prior to priming and painting.

60. Apply primer within 24 hours of surface preparation and paint within two weeks of primer installation.

61. Prior to applying stain to the red cedar shingles, the contractor shall clean surfaces of dirt, mildew, salt and sand by the following methods:

a. Contractor shall apply by handheld compression tank sprayer, or by hand with a natural brush a commercially prepared house wash solution (Wash Safe-Cedar Wash or equal). All areas to be treated must be thoroughly rinsed with clean water before proceeding further.

Surfaces must be allowed to dry at least 48 hours before any material application. Finish Paint

62. Upon completion of cleaning and surface preparation, inspect all surfaces prior to stain application. Apply first finish coat of stain, Benjamin Moore Arborcoat stain, color Cordova

Brown or approved equal (Sherwin Williams, Pittsburgh or PPG). Apply stain according to manufacturer’s specifications. Upon completion of coat, inspect all surfaces and allow to dry before applying the second coat.

63. Touch up coating where undercoats, stains, or other conditions show through, until uniform finish color is achieved.

64. Contractor shall remove and dispose of the existing wood deck, wood stairs and wood walkway. Rake and remove debris from area.

65. Provide precast concrete stairs for two entrances. Stairs shall be five (5) feet wide with a 42-inch-deep platform and two (2) risers. Precast shall be one piece constructed of 5000psi air entrained concrete. Maximum stair rise shall not exceed 7 inches and minimum tread depth is

11 inches. Unit shall be straight and true to size. All surfaces shall be finished smooth, free of defects, voids and burrs.

66. Precast concrete stair materials:

Portland cement:

1. ASTM C 150, Type I or III

Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

Plain-Steel Welded Wire Reinforcement: ASTM A 185 or A497 fabricated from plain steel wire into flat sheets having a minimum yield strength of 70,000psi.

Plates and Angles: Cast-in loose plates and angles shall conform to ASTM 36.

Water: Potable, clean and free from oils, acids, salts or other injurious substances.

Admixtures:

Air entrainment agents shall conform to ASTM C 260.

Precast elements exposed to weather or vulnerable to deicers shall have 6% + 1.5% of air entrainment.

Water reducing agent shall conform to ASTM C 494, Type A.

High range water reducing agent shall conform to ASTM C494 Type A.

Normal-Weight Aggregates:

1. Fine Aggregates: ASTM C 33, washed natural sand

2. Course Aggregates: Crushed stone conforming to ASTM C 33. Aggregate shall be graded crushed stone with a resulting weight of concrete up to 155 lbs./cu. ft.

Grout:

1. Cement shall be gray Portland cement, free from soluble salts and complying with ASTM C 150, Type I or Type III High Early Strength, one brand throughout work. Strength shall be 4,000 psi in 28 days.

67. Excavate soil for new precast stair footing to a depth of 18 inches. Prepare subbase with one layer of crushed stone that meets ASTM C33, with the maximum size stone not to exceed 1/2 inch and the minimum stone size not to be smaller than 1/16 inch. Provide formwork for new 6-inch slab.

Provide chairs and one (1) layer 10-gauge welded wire that meets ASTM A1064. Pour slab consisting of 4000PSI concrete. Finish slab level with steel trowel and finished edging.

68. The stairs shall be set and shimmed level on the new footing.

69. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA 51B.

Coordinate with COR. Contractor shall receive an approved permit from the C a p e C o d

N a t i o n a l S e a s h o r e prior to beginning cutting, welding or burning. Contractor shall designate its responsible project- site fire prevention program manager to permit hot work.

70. Smoking: Smoking and/or vaping is prohibited in and adjacent to construction area, inside existing buildings and additions under construction. In separate and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.

71. Dispose of waste and debris in accordance with NFPA 241. Remove from the building and construction area daily.

72. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.

73. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads.

Minimize disruptions and coordinate with COR.

74. Utilities Services: Electric Utility will not available for construction at the Pierson site. The house is served via an existing 60amp service. Electric Hammers, compressors, etc may create nuisance trips and impede construction. Water is available for construction activities.

75. The Pierson bathrooms will be available to construction personnel. The contractor shall maintain the bathroom and turn over the bathrooms clean and in full working order at the completion of construction.

76. Protection: Provide the following protective measures:

a. Temporary protection against damage for portions of existing structures where work is to be done, materials handled and equipment moved and/or relocated.

b. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

77. Security Procedures:

a. General Contractor’s employees shall not enter the project site without appropriate identification. They may also be subject to inspection of their personal effects when entering or leaving the project site.

b. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 3 days’ notice to the Contracting Officer so that security arrangements can be provided f o r the employees.

78. Motor Vehicle Restrictions

a. Vehicle access is authorized at the site. Vehicles shall use established roadways and parking areas only. All damage caused by vehicles, equipment, dumpsters, etch shall be repaired immediately.

b. A parking place is not guaranteed for each employee and subcontractor. The Pierson House is an unrestricted area. The public may access the areas during construction.

79. Fire Safety: Publications listed below form part of this Article to extent referenced. Publications are referenced in text by basic designations only.

a. American Society for Testing and Materials (ASTM):

E84-2021..................................Surface Burning Characteristics of Building Materials

b. National Fire Protection Association (NFPA):

10-2022 ....................................Standard for Portable Fire Extinguishers

30-2021 ....................................Flammable and Combustible Liquids Code

51B-2019..................................Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2023 ....................................National Electrical Code

241-2022 ..................................Standard for Safeguarding Construction, Alteration, and

Demolition Operations

c. Occupational Safety and Health Administration (OSHA):

29 CFR 1926 ............................Safety and Health Regulations for Construction

29 CFR 1910…………………General Industry Standards

80. Fire Safety Protection Requirements:

Establish and maintain a Fire Safety Protection program in accordance with 29 CFR 1926. Prior to the start of any work, submit a fire safety plan detailing project specific fire safety measure(s) which will be addressed including periodic status reports demonstrating compliance with the contract requirements.

Fire Hazard Prevention Inspections: Inspect entire construction areas daily once construction starts and until the project area is turned over to the government. Coordinate with, and report findings and corrective actions weekly to COR.

Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29

CFR 1926, NFPA 30 and NFPA 241.

Fire Extinguishers: The necessary number and appropriate type of portable fire extinguishers shall be provided (Contractor to provide extinguishers) and maintain for all construction areas and temporary storage areas in accordance with 29 CFR 1926, National Fire Protection Association (NFPA) 10 and

241. Keep fire extinguisher/hose installations clear of obstacles.

The Contractor Competent Person (CP):

a. Shall be capable of identifying existing and predictable hazards in the surroundings and working conditions which are unsanitary, hazardous, or dangerous to employees, and who has the authorization to take prompt corrective measures to eliminate them.

b. Shall be competent in the general inspection of typical construction work sites during renovation performed by contract staff.

c. Possess OSHA’s 30-hour construction safety certification.

d. Ensures that the specific safety requirements of construction operations are implemented.

e. Participates in the facility multidisciplinary team established for construction safety.

I.

5. SUBMITTAL REQUIREMENTS:

Contractor shall provide submittals as indicated in the “Schedule of Contractor’s Submittals” listed at the end of this section.

The Contractor shall furnish to the Contracting Officer, for his/her approval, all shop drawings, product data, Safety Data Sheets (SDS), and catalogue cuts, of all equipment furnished under this contract, before purchase, manufacturer or construction. The Contracting Officer and COR will examine these submittals and one copy returned to the Contractor for correction, if necessary.

Contractor shall forward submittals in sufficient time to permit proper consideration and approval action by Government within 14 days after NTP. Contractor shall time submission to assure adequate lead time for procurement of contract required items. Delays attributable to untimely and rejected submittals will not serve as a basis for extending contract time for completion. Submittal

Forms will be sent electronically and will be digitally signed by the contractor using a PDF writer program; such as Adobe Reader/Writer or Pro V Nuance, etc. Supporting Data, such as cut-sheets, etc., shall be scanned and emailed with each submittal.

Itemized below is a list of materials requiring drawings, certifications, manufacturer’s literature, data brochures, Material Safety Data Sheets, technical data, and samples. These materials as noted shall be submitted to the Contracting Officer by the Contractor for approval using the appropriate form approved by the Contracting Officer.

Note that SDS used on this project shall be submitted to the Contracting Officer and COR.

Copies of all approved SDS shall be obtained from the Contracting Officer and COR before starting any work requiring submittals as specified. All submittals, except warranties and operating instructions, as noted below, shall be submitted not later than 14 days after receipt of the Notice to Proceed or as specified by the Contracting Officer.

Warranties and operating instructions are required at the completion of the Contract work.

Sched ule o f Co ntracto r’s S ub mittal s:

Roof Felt MD

Asphalt Cement SDS, MD

Roofing Nails MD

Asphalt shingles MD, certificate of compliance, color chart, color samples

Flashing MD, SD

Drip edge MD

Membrane Flashing MD

Self adhered vapor barrier MD

Fascia, rakes and trim MD wood shingles MD

LVT MD, Color chart

Sheetrock MD

Studs MD

Precast stairs SD, MD

Primer MD

Paint MD, Color Chart

Stain MD, Color Chart

Competent Person Resume, OSHA 30 card, OSHA Fall protection Training

Certification

AHA Staging, Motorized Equipment and Lifts

Doors MD, SD

Warranty Manufactures’ warranty

Subcontractors Company name, address, phone number

Work Site employees Name, Company name

Construction Schedule

END