_1_Specifications.docx
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AG-569R-S-15-0003 Specifications
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SECTION 011000 – SUMMARY……………………………………………………………………………..………………………………….1
| SECTION 013000 - SUBMITTALS | 4 |
| SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS | 5 |
| SECTION 024119 - SELECTIVE DEMOLITION | 7 |
| SECTION 033000 - CAST-IN-PLACE CONCRETE | 9 |
| SECTION 061000 - ROUGH CARPENTRY | 11 |
| SECTION 062000 - FINISH CARPENTRY | 13 |
| SECTION 081416 - INTERIOR DOORS | 15 |
| SECTION 087100 - DOOR HARDWARE | 17 |
| SECTION 092900 - GYPSUM BOARD | 18 |
| SECTION 099100 - PAINTING | 20 |
| SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES | 23 |
| SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING | 25 |
| SECTION 221116 - DOMESTIC WATER PIPING | 29 |
| SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES | 32 |
| SECTION 221316 - SANITARY WASTE AND VENT PIPING | 34 |
| SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES | 37 |
| SECTION 224000 - PLUMBING FIXTURES | 39 |
| SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL | 42 |
| SECTION 265000 - LIGHTING | 46 |
Munising Bunkhouse Bathroom Rehabilitation 2014
Copyright 2010 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA
SECTION 011000 - SUMMARY
GENERAL
1.1 PROJECT INFORMATION
A. Project Identification: Munising Bunkhouse Bathroom Remodel
a. Bunkhouse
1) 601 Cedar Street, Munising, MI 49826 B. Purpose of work:
1. The purpose of this project is to demolish and remove the existing basement shower stall areas and construct new bathroom areas in the basement.
C. Description of work: The principal features of the work to be performed under these specifications includes:
a. Demolish and remove existing shower stalls, raised decking, exhaust fan, plumbing, electrical, and other associated items. Construct two new three fixture restrooms (shower, toilet, sink). Work will include installation of new fixtures and accessories, electrical, waste and vent lines, hot and cold water lines, construction of stud walls, lighting, and other building modifications required to perform the work as described in the drawings.
2. Design Drawings: The selected Contractor may submit alternate layouts for plumbing and electrical for CO approval. If the Contractor elects to submit alternate layouts they shall adhere to the following.
a. Neatly drawn, dimensioned, labeled, and written/typed.
b. Show major components of system.
c. And shall include manufacturer data and installation sheets and other submittals as required in other applicable section of this contract.
D. Performance schedule: Contract time shall be 40 calendar days per pay item, notice to proceed and suspend/resume work orders will be issued as required to allow time to order equipment. The Contractor shall be required to start work within 10 days of the effective date on the Notice to Proceed and shall provide a minimum of 24 hours advance notice to the CO prior to beginning work. The Contractor shall prepare and submit proposed progress schedule within 5 days of the effective date on the Notice to Proceed.
1. The progress schedule will show major work items and estimated time to accomplish them, scheduled outages, any critical path items that need to be completed in sequence, and any lag times due to ordering and delivery of materials. The progress schedule can be neatly written/typed or sent as a pdf file from an appropriate scheduling program.
2. If the Contractor falls significantly behind schedule they will be required to submit a revised progress schedule to the CO upon request which will include a written description of planned changes to work procedures and staffing necessary to ensure the project is completed within the performance period.
E. Scheduled outages: Prior to April 1st the Contractor will have full use of the building after that time the building may be occupied during construction activities and the following will be required when occupied. The Contractor shall coordinate any scheduled outages for water, gas, and electric equipment with the CO. The Contractor shall ensure outage periods are constrained to the minimum amount of time necessary to complete the work, at the end of every work day a minimum of one functional full restroom unit will be available for use (shower, toilet, sink).
F. Utilities: Water, electric, and restrooms are available on site.
G. Measurement and Payment: Lump Sum Quantities (LSQ) – These quantities denote one complete unit of work as required by or described in the contract; including materials, equipment, labor, and incidentals necessary to complete the job. They will not be measured; progress payments can be processed based upon the completed percentage of the LSQ.
H. Workmanship: The CO shall be the sole judge of workmanship; the CO will use standard construction standards and practices as a basis for judgments.
I. Protection of personnel and property: The Contractor shall provide temporary barricades, dust partitions, and other forms of protection as required to protect public and FS personnel from injury due to construction activities. Barricades shall be installed prior to commencement of construction activities in affected areas and shall be approved by the CO. The Contractor shall be responsible for repairing or replacing FS property that is damaged by construction activities in a manner acceptable to the CO.
1.2 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction, Contractor will have limited use of work area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as follows:
First subparagraph below contains an example of limitations on Contractor's use of premises; delete if not applicable. Insert other descriptions of areas or types of limited use, requirements for cooperation with Owner's personnel, noninterference with Owner's or public use, and other necessary restrictions if required.
1. Owner will occupy premises during construction. Perform construction only during normal working hours (8 AM to 4:30 PM Monday thru Friday, other than holidays), unless otherwise agreed to in writing by the Contracting Officer (CO). Clean up work areas and return to usable condition at the end of each work period.
"Limits" Subparagraph below is based on requirements of LEED-NC Credit SS 5.1. See Evaluations.
"Driveways, Walkways, and Entrances" Subparagraph below is an example of a special requirement appropriate to many projects. Revise to suit Project or delete.
2. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
3. Storage: In-building storage is limited; an area for the selected Contractor’s storage/job trailer will be designated in the prework meeting.
4. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.
1.3 STANDARDS AND CODES
A. All work shall comply with latest edition of applicable standards and codes of following:
| ASA | American Standards Association | |
| ASTM | American Society of Testing Materials | |
| ANSI | C2, American National Standards Institute | |
| CFR | Code of Federal Regulations | |
| NECA | Standards for Installation | |
| NEMA | Standards for Materials and Products | |
| NFPA | National Fire Protection Association | |
| OSHA | Occupational Safety and Health Act | |
| UL | Underwriters Laboratories | |
| IBC | International Building Code | |
| IMC | International Mechanical Code | |
| IPC | International Plumbing Code | |
| IFGA | International Fuel Gas Code | |
| AWWA | American Water Works Association | |
| NSF | National Sanitation Foundation | |
| NEC | National Electric Code |
PRODUCTS (Not Used) EXECUTION (Not Used)
PART 2 - END OF SECTION 011000
SECTION 013000 - SUBMITTALS
PART 1 - GENERAL
| 1.1 | REQUIREMENTS |
| A. | It will be the Contractor’s responsibility to submit all items with promptness as to cause no delay in the work. Approvals must be obtained before starting work involving the item. Contractor shall allow ten (10) calendar days for processing of submittals by the Government. |
| B. | The following submittals are required following award of contract for review and/or approval pursuant to contract provisions. |
| Item |
| Description |
| Copies Required |
| 1 |
| Cost breakdown schedule listing main types of work and totaling amount of contract. |
| 1 |
| 1.2 | MANUFACTURER”S LITERATURE AND SHOP DRAWINGS |
| A. | Submit three (3) copies of product data on the items required herein to the CO for approval. Literature which is not marked or otherwise designated to show the exact model, size, etc. which the Contractor proposes to use, will be returned by the CO “without action.” Circle or check items on submittals. Highlighter pens may print black or not at all when copied. |
| B. | Information must be adequate to determine compliance with specifications. |
| C. | Submit five (5) copies of materials that cannot reasonably be copied on typical copy machines. |
| D. | One (1) copy of all submittals will be returned to the Contractor. |
| E. | Submittals which are received from sources other than through the Contractor’s office will be returned by the CO “without action.” |
PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01300
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
"(Water) (and) (Electric Power)" Paragraph below assume services are available and Owner will permit tapping into existing system without charge.
A. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.
"Erosion- and Sedimentation-Control Plan" Paragraph below is based on requirements for LEED-NC Prerequisite SS-1 and assumes that Contract Documents do not include erosion- and sedimentation-control Drawings.
B. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.
Retain "Accessible Temporary Egress" Paragraph below for addition and renovation work that affects egress from occupied portions of the facility.
C. Accessible Temporary Egress: Comply with applicable provisions in ICC A117.1.
PART 2 - PRODUCTS
| 2.1 | TEMPORARY FACILITIES |
| A. | Provide field offices, storage and fabrication sheds, and other support facilities as necessary for construction operations. Store combustible materials apart from building. |
| 2.2 | EQUIPMENT |
| A. | Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. |
Revise "HVAC Equipment" Paragraph below to suit Project. Liquid-propane-gas or fuel-oil heaters are commonly used. Steam or hot-water heaters, gas-fired space heaters, or electric unit heaters are also used.
PART 3 - EXECUTION
| 3.1 | TEMPORARY UTILITY INSTALLATION |
| A. | General: Install temporary service or connect to existing service. |
| 1. | Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. |
| B. | Sanitary Facilities: |
Delete "Toilets" Subparagraph below if facilities are unavailable or if their use is not permitted.
| 1. | Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. |
| C. | Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. |
| 3.2 | SUPPORT FACILITIES INSTALLATION |
| A. | Install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project. |
| B. | Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. |
Retain paragraph below if use of existing elevators will be permitted.
3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION
EPA Construction General Permit requirements apply to construction sites greater than one acre.
Delete "Pest Control" Paragraph below only if cost considerations are paramount. Revise if specific pests, such as termites or pigeons, are a known problem.
| A. | Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration to areas not part of this project. Clean project area and areas that were contaminated by project activities prior to final inspection. |
| 3.4 | OPERATION, TERMINATION, AND REMOVAL |
| A. | Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. |
| B. | At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. |
END OF SECTION 015000
SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
Retain, revise, or delete first paragraph below to suit Project. Insert other limitations if necessary, such as when adjacent floors will be occupied.
| A. | Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. |
| B. | It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify CO. |
PART 2 - PRODUCTS
| 2.1 | PEFORMANCE REQUIREMENTS |
| A. | Regulatory Requirements: Comply with EPA regulations and with hauling and disposal regulations of authorities having jurisdiction. |
| B. | Standards: Comply with ANSI/ASSE A10.6 and NFPA 241. |
PART 3 - EXECUTION
| 3.1 | DEMOLITION |
| A. | Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building. |
| B. | Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. |
Retain "Refrigerant" Paragraph below if selective demolition includes mechanical equipment containing refrigerant. Refrigerant may be part of equipment such as air-conditioning units, chillers, refrigerators, freezers, icemakers, heat pumps, dehumidifiers, and drinking water coolers.
| C. | Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. |
| D. | Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings, and equipment that have not been removed. |
| E. | Requirements for Building Reuse: |
| 1. | Maintain existing elements not indicated to be demolished; do not demolish such existing construction beyond indicated limits. |
| F. | Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. |
| G. | Remove demolition waste materials from Project site and legally dispose of them. |
| H. | Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. |
END OF SECTION 024119
SECTION 033000 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: Product Data. |
| B. | Ready-Mixed Concrete Producer Qualifications: ASTM C 94/C 94M. |
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
| 2.1 | PEFORMANCE REQUIREMENTS |
| A. | Comply with ACI 301, "Specification for Structural Concrete," and with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." |
Retain "Clear, Waterborne, Membrane-Forming Curing Compound" Paragraph below if a curing compound is required. Delete if a combination curing and sealing compound is required.
| 2.2 | CONCRETE MIXTURES |
| A. | Prepare design mixtures, proportioned according to ACI 301. |
| B. | Normal-Weight Concrete: Provide concrete mix with proven history of adequate results for the given purpose. |
Retain strength from options in "Minimum Compressive Strength" Subparagraph below or revise to suit Project.
1. Minimum Compressive Strength: Shall not be less than 3000 psi at 28 days, ACI test strength averaging does not apply.
Retain "Maximum Water-Cementitious Materials Ratio" Subparagraph below, or delete if in-service durability conditions are benign and limits on water-cementitious materials ratio are not required.
| 2. | Maximum Water-Cementitious Materials Ratio: 0.50. |
| 3. | Slump Limit: 5 inches, plus or minus 1 inch. |
ACI 301 sets air content depending on severity of exposure conditions of concrete. Air content in second sentence in "Air Content" Subparagraph below is maximum recommended by ACI 302.1R for trowel-finished slabs.
4. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of floor slabs to receive troweled finishes to exceed 3 percent.
First subparagraph below can help reduce carbon dioxide emissions produced by cement plants by reducing use of portland cement. Fly ash, slag, or pozzolanic materials may slow rate of concrete strengthening and affect color uniformity. Neither ACI 301 nor ACI 318 (ACI 318M) limit amount of cementitious materials that can replace portland cement unless concrete is exposed to deicing chemicals.
Retain option in paragraph below if synthetic fibers are required.
| C. | Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M. |
| 1. | When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. |
| D. | Required Contractor Testing: Contractor shall employ third party firm to test slump, air, and compressive strength, compressive testing shall adhere to ASTM C-39 standards. |
PART 3 - EXECUTION
| 3.1 | CONCRETING |
| A. | Construct formwork according to ACI 301 and maintain tolerances and surface irregularities within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view. |
| B. | Place vapor retarder on prepared subgrade, with joints lapped 6 inches and sealed. |
| C. | Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. |
| D. | Place concrete in a continuous operation and consolidate using mechanical vibrating equipment. |
| E. | Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing. |
| F. | Slab Finishes: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes: |
Retain required finishes in subparagraphs below, revising locations to suit Project.
| 1. | Troweled finish for floor surfaces and floors to receive floor coverings, paint, or other thin film-finish coatings. |
| G. | Cure formed surfaces by moisture curing for at least seven days. |
| H. | Begin curing concrete slabs after finishing.. |
| I. | Protect concrete from damage. Repair and patch defective areas. |
END OF SECTION 033000
SECTION 061000 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
| 2.1 | WOOD PRODUCTS, GENERAL |
| A. | Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency. |
| 2.2 | TREATED MATERIALS |
| A. | Preservative-Treated Materials: AWPA U1; Use Category UC2. |
| 1. | Use treatment containing no arsenic or chromium. |
| 2. | Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. |
| 3. | Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. |
| B. | Provide preservative-treated materials for items indicated on Drawings, and the following: |
| 1. | Wood sills, blocking, furring, and similar concealed members in contact with masonry or concrete. |
| 2. | Wood floor plates that are installed over concrete slabs-on-grade. |
| 2.3 | FRAMING |
| A. | Dimension Lumber: |
| 1. | Maximum Moisture Content: 19 percent. |
Retain one grade requirement and one or more species group in "Non-Load-Bearing Interior Partitions" and "Framing Other Than Non-Load-Bearing Interior Partitions" subparagraphs below depending on availability and suitability for Project. Designate load-bearing walls on Drawings.
2. Non-Load-Bearing Interior Partitions: Construction or No. 2: Any species.
Species groups in "Framing Other Than Non-Load-Bearing Interior Partitions" Subparagraph below are listed in order of decreasing strength (extreme fiber in bending).
Retain "Exposed Framing" Subparagraph below for better appearance for exposed work.
| 2.4 | MISCELLANEOUS LUMBER |
| A. | Utility Shelving: Eastern white, Idaho white, lodgepole, ponderosa, or sugar pine, Premium or 2 Common (Sterling): NeLMA, NLGA, WCLIB, or WWPA; with 15 percent maximum moisture content. |
| 2.5 | MISCELLANEOUS PRODUCTS |
| A. | Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. |
| 1. | Power-Driven Fasteners: CABO NER-272. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. |
| B. | Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. |
| C. | Do not splice structural members between supports unless otherwise indicated. |
| D. | Securely attach rough carpentry to substrates, complying with the following: |
| 1. | CABO NER-272 for power-driven fasteners. |
| 2. | Table 2304.9.1, "Fastening Schedule," in the IBC. |
END OF SECTION 061000
SECTION 062000 - FINISH CARPENTRY
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: Color selection chart for vinyl base shoe. |
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
| 2.1 | MATERIALS, GENERAL |
| A. | Lumber: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. |
| B. | Softwood Plywood: DOC PS 1. |
| 2.2 | INTERIOR STANDING AND RUNNING TRIM |
| A. | Interior Softwood Lumber Trim: P-Grade eastern white, Idaho white, lodgepole, ponderosa, or sugar pine. |
| 1. | Maximum Moisture Content: 19 percent. |
| B. | Moldings: WMMPA WM 4 made to patterns in WMMPA WM 12 from kiln-dried stock. |
| 1. | Moldings for Painted Finish: P-Grade eastern white, Idaho white, lodgepole, ponderosa, radiata, or sugar pine. |
| 2. | Base: Rolled vinyl base shoe. |
| 3. | Door and Window Casing: WM 327, clamshell casing. |
| 2.3 | SHELVING |
| A. | Shelving: 3/4-inch finish boards as specified for interior softwood lumber trim. |
| B. | Shelf Brackets with Rod Support: BHMA A156.16, B04051; prime-painted formed steel. |
| 2.4 | ACCESS PANEL |
| A. | Plumbing Access Panel and Frame: Corrosion resistant, approximately 12”x18” and nearly flush with wall, corrosion resistant fasteners. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Condition interior finish carpentry in installation areas for 24 hours before installing. |
| B. | Prime and backprime lumber for painted finish exposed on the exterior. Cut to length and prime ends. |
| C. | Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts. |
Revise tolerances in first subparagraph below to suit Project.
1. Install to tolerance of 1/8 inch in 96 inches for level and plumb.
Subparagraph below is based on NFPA 101 requirements.
| D. | Install standing and running trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long except where necessary. Stagger joints in adjacent and related trim. Cope at returns and inside corners and miter at outside corners. |
| E. | Install blocking as necessary to properly support plumbing access panel frames. |
END OF SECTION 062000
SECTION 081416 - INTERIOR DOORS
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: Cut sheet and installation instructions. |
PART 2 - PRODUCTS
| 2.1 | DOOR CONSTRUCTION, GENERAL |
| A. | Quality Standard: WDMA I.S.1-A. |
| B. | Low-Emitting Materials: Provide doors made with adhesives and composite wood products that do not contain urea formaldehyde. |
| C. | WDMA I.S.1-A Performance Grade: |
| 1. | Standard Duty: Private toilets. |
| 2.2 | FLUSH WOOD DOORS |
| A. | Doors for Opaque Finish: |
Three-ply construction applies to doors with hardboard or MDF faces.
| 1. | Interior Hollow-Core Doors: Standard grade standard hollow cores with lock blocks on both sides. |
| 2.3 | FABRICATION AND FINISHING |
| A. | Factory fit doors to suit frame-opening sizes indicated and to comply with clearances specified. |
| B. | Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-WDHS-3. |
Retaining requirements in first paragraph below will help improve indoor air quality by lowering use of VOCs at Project site.
| C. | Factory primed door, paint to match new restrooms. |
| D. | Door Schedule/Size: 36”x 6’4” – field verify height will provide necessary clearances. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Install doors to comply with manufacturer's written instructions and WDMA I.S.1-A, and as indicated. |
Delete options in first paragraph below if retaining factory fitting and factory machining in Part 2.
| B. | Align and fit doors in frames with uniform clearances and bevels. Machine doors for hardware. Seal cut surfaces after fitting and machining. |
| C. | Clearances: As follows unless otherwise indicated: |
| 1. | 1/8 inch at heads, jambs, and between pairs of doors. |
| 2. | 1/8 inch from bottom of door to top of decorative floor finish or covering. |
| 3. | 1/4 inch from bottom of door to top of threshold. |
Delete paragraph below if not retaining factory finishing in Part 2.
D. Repair, refinish, or replace factory-finished doors damaged during installation, as directed by CO.
END OF SECTION 081416
SECTION 087100 - DOOR HARDWARE
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
Retain "Allowances" Paragraph below if using an allowance.
A. Submittals: Hardware cut sheet.
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
| 2.1 | HARDWARE |
| A. | Hinges: |
Retain from options in five subparagraphs below.
| 1. | Stainless-steel hinges with stainless-steel pins for exterior. |
| 2. | Three hinges for 1-3/4-inch-thick doors . |
| B. | Locksets and Latchsets: |
Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.
| 1. | Manufacturers: |
| a. | Schlage Commercial Lock Division; an Ingersoll-Rand company. Or approved equal. |
| 2. | Commercial grade privacy lock with brushed stainless finish and ADA handle. |
| C. | Provide wall stops or floor stops for doors without closers. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Mount hardware in locations required to comply with governing regulations and according to SDI A250.8 and DHI WDHS.3. |
END OF SECTION 087100
SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: Product Data. |
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
| 2.1 | PANEL PRODUCTS |
| A. | Interior Gypsum Board: ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. Sag-resistant type for ceiling surfaces. |
| B. | Water-Resistant Gypsum Backing Board: ASTM C 1396/C 1396M, in thickness indicated.. |
Retain option in "Manufacturers" Subparagraph below to limit manufacturers to those listed.
C. Cementitious Backer Units: ANSI A118.9, ASTM C 1288, or ASTM C 1325.
Retain option in "Products" Subparagraph below to limit products to those listed.
| 2.2 | ACCESSORIES |
| A. | Joint-Treatment Materials: ASTM C 475/C 475M. |
| 1. | Joint Tape: Paper unless otherwise recommended by panel manufacturer. |
| 2. | Joint Compounds: As recommended by manufacturer for intended use. |
| 3. | Cementitious Backer Unit Joint-Treatment Materials: Products recommended by cementitious backer unit manufacturer. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Install gypsum board to comply with ASTM C 840. |
| B. | Install cementitious backer units to comply with ANSI A108.11. |
| C. | Finishing Gypsum Board: ASTM C 840. |
Level 4 is suitable for surfaces receiving light-textured finish wallcoverings and flat paints. It is generally the standard exposed finish.
1. Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges.
Level 5 is suitable for surfaces receiving gloss and semigloss enamels and surfaces subject to severe lighting. It is considered a high-quality gypsum board finish.
D. Cementitious Backer Units: Finish according to manufacturer's written instructions.
END OF SECTION 092900
SECTION 099100 - PAINTING
PART 1 - PRODUCTS
| 1.1 | SECTION REQUIREMENTS |
| A. | Summary: Paint the duct chase exteriors unless otherwise indicated. |
| B. | Work Included: Painting surfaces throughout the project as designated on drawings and in these specifications. |
| C. | Work Not Included: |
| 1. | Prefinished items, items with an integral finish, and operating parts, except as otherwise indicated. |
| 2. | Labels: do not paint over code-required labels or any equipment identification, performance rating, name or nomenclature plates. |
| D. | Submittals: |
| 1. | Product Data: MSDS Sheets, Manufacturer’s product data and color charts of products selected. |
| 2. | Color Charts: Furnish color charts of proposed products for verification of colors. |
| E. | Project Conditions: |
| 1. | Store materials in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. |
| F. | MPI Standards: |
| 1. | Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated. |
PART 2 - PRODUCTS
| 2.1 | PAINT AND COATINGS |
| A. | Products: |
| 1. | Interior Walls and Ceilings: |
| a. | Primer: Zero VOC, Sherwin Williams or equivalent. |
| b. | Top Coat: Zero VOC, Sherwin-Williams Semi-gloss or equivalent. |
| 2. | Shower Room Floors: |
| a. | H&C Shield-crete, two part epoxy, or CO approved equal |
| 1) | Color to be selected by CO. |
| B. | Material Compatibility: Provide materials that are compatible with one another and with substrates. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. Each coating system is to be from a single manufacturer and lot number. |
| C. | Colors: Use existing colors as present at the Bunkhouse in their current locations. |
| D. | Delivery, Storage and Protection: Deliver materials to site in original, unopened packages and containers bearing labels as follows: |
| 1. | Name or title of material. |
| 2. | Federal specification number, if applicable. |
| 3. | Manufacturer’s name and stock number. |
| 4. | Contents by volume, for major pigment constituents. |
| 5. | Instructions for use. |
| 6. | Safety precautions. |
PART 3 - EXECUTION
| 3.1 | PREPARATION |
| A. | Perform preparation procedures for each substrate in strict accordance with paint manufacturer’s instructions and as specified. |
| B. | Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete. |
| C. | Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces. |
| 3.2 | MATERIAL PREPARATION |
| A. | Prepare painting materials in accordance with manufacturer’s directions. Mix materials before application to produce uniform density. Stir as required during application of materials. Do not stir surface film into material; remove film and, if necessary, strain material before using. |
| B. | Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. |
| 3.3 | APPLICATION |
| A. | Apply paints according to manufacturer's written instructions. Use applicators and techniques best suited for type of material being applied. |
| B. | Apply additional coats when undercoats or other conditions show through final coat of paint. Finished paint coatings shall be free from pinholes, bubbles, runs, drops, ridges, waves, laps, unnecessary brush marks, and variations in color, texture, and gloss. |
| C. | When painting new substrates patched into existing surfaces or touching up missing or damaged finishes, apply coating system specified for the specific substrate. Apply final finish coat over entire surface from edge to edge and corner to corner. |
| 3.4 | PROTECTION AND CLEAN-UP |
| A. | Protect work from paint drippings and spatterings by use of masking, drop cloths, removal of items or by other approved methods. |
| B. | Provide “WET PAINT” signs as required to protect newly painted finishes. |
| C. | During progress of work, dispose of discarded paint materials, rubbish, cans, and rags. |
| D. | Upon completion of painting work, clean all paint-spattered surfaces by proper methods of washing and scraping, using care not scratch or otherwise damaged finished surfaces. |
END OF SECTION 099100
SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: Product Data. |
PART 2 - PRODUCTS
For an explanation of options and Contractor's product selection procedures, see Section 016000 "Product Requirements."
2.1 TOILET AND BATH ACCESSORIES
Retain option in "Manufacturers" Paragraph below to limit manufacturers to those listed.
| A. | Manufacturers: |
| B. | Basis-of-Design Product: Bobrick or a comparable product: |
| C. | Toilet Tissue Dispenser: |
| 1. | Basis-of-Design Product: Bobrick, B-76857. |
| 2. | Type: Single-roll dispenser. |
| 3. | Mounting: Surface mounted with concealed anchorage. |
| 4. | Material: Stainless steel. |
Controlled-delivery units cannot be used at accessible toilets.
| 5. | Operation: Noncontrol delivery with standard spindle. |
| 6. | Mounting Height: 22” to center. |
| D. | Mirror Unit: |
| 1. | Basis-of-Design Product: Bobrick, or CO approved equal. |
| 2. | Model: Bobrick, B-166 1824 channel framed, mirror/shelf combination. |
| 3. | Mounting Height: Bottom of mirror 40”. |
| E. | Shower Curtain Rod: |
| 1. | Basis-of-Design Product: Bobrick, 207x48. |
| 2. | Outside Diameter: 1 inch. |
| 3. | Mounting: Flanges with exposed or concealed fasteners. |
| 4. | Material and Finish: Stainless steel, No. 4 finish (satin). |
| F. | Shower Curtain: |
| 1. | Flame-resistant, manufacturer’s standard fabric that is stain resistant, self-sanitizing, antistatic, and antimicrobial. Corrosion resistant rings. |
| G. | Robe Hook: |
| 1. | Basis-of-Design Product: Bobrick, B-211. |
| 2. | Description: Single-prong unit. |
| 3. | Material and Finish: Solid brass cast with Nickel plating to match stainless steel. |
| 4. | Mounting Height: 48”. |
| H. | Towel Bar: |
| 1. | Basis-of-Design Product: Bobrick, B-674 x 18. |
| 2. | Description: 3/4-inch-round tube with circular end brackets. |
| 3. | Mounting: Flanges with concealed fasteners. |
| 4. | Length: 18 inches. |
| 5. | Material and Finish: Stainless steel, No. 4 finish (satin). |
| 6. | Mounting Height: 40” |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Install accessories using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. |
| B. | Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. Remove temporary labels and protective coatings. |
END OF SECTION 102800
SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: |
| 1. | Product Data: For each type of product indicated. |
| 2. | Shop Drawings: For drain and vent line proposal. |
PART 2 - PRODUCTS
| 2.1 | PERFORMANCE REQUIREMENTS |
| A. | Hangers and Supports for Plumbing Piping Equipment: |
| 1. | Structural Performance: Hangers and supports shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7. |
| a. | Design supports for multiple pipes capable of supporting combined weight of supported systems, and system contents. |
| b. | Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. |
| 2.2 | SLEEVES AND SLEEVE SEALS |
| A. | Galvanized-Steel-Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, with plain ends. |
| B. | PVC-Pipe Sleeves: ASTM D 1785, Schedule 40. |
| C. | Galvanized-Steel-Sheet Sleeves: 0.0239-inch minimum thickness; round tube closed with welded longitudinal joint. |
| 2.3 | HANGERS AND SUPPORTS FOR PLUMBING PIPING EQUPMENT |
| A. | Carbon-Steel Pipe Hangers and Supports: |
| 1. | Description: MSS SP-58, Types 1 through 58, factory-fabricated components. |
| 2. | Galvanized Metallic Coatings: Pregalvanized or hot dipped. |
| 3. | Nonmetallic Coatings: Plastic coating, jacket, or liner. |
| 4. | Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion to support bearing surface of piping. |
| 5. | Hanger Rods: Continuous-thread rod, nuts, and washer made of carbon steel. |
| B. | Copper Pipe Hangers: |
| 1. | Description: MSS SP-58, Types 1 through 58, copper-coated-steel, factory-fabricated components. |
| 2. | Hanger Rods: Continuous-thread rod, nuts, and washer made of copper-coated steel. |
| C. | Fastener Systems: |
Verify suitability of fasteners in subparagraphs below for use in lightweight concrete or concrete slabs less than 4 inches (100 mm) thick.
| 1. | Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement concrete with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. |
| 2. | Mechanical-Expansion Anchors: Insert-wedge-type, zinc-coated steel anchors, for use in hardened portland cement concrete; with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. |
PART 3 - EXECUTION
| 3.1 | GENERAL PIPING INSTALLATIONS |
| A. | Install piping free of sags and bends. |
| B. | Install fittings for changes in direction and branch connections. |
| C. | Sleeves: |
| 1. | Install sleeves for piping passing through penetrations in floors, partitions, roofs, and walls. |
| 2. | Install sleeves in concrete floors, concrete roof slabs, and concrete walls as new slabs and walls are constructed. |
| a. | Using grout, seal the space outside of sleeves in slabs and walls without sleeve-seal system. |
| 3. | Install sleeves for pipes passing through interior partitions. |
| D. | Sleeve-Seal-System Installation: |
| 1. | Install sleeve-seal systems in sleeves in exterior concrete walls and slabs-on-grade at service piping entries into building. |
| 2. | Select type, size, and number of sealing elements required for piping material and size and for sleeve ID or hole size. Position piping in center of sleeve. Center piping in penetration, assemble sleeve-seal system components, and install in annular space between piping and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make a watertight seal. |
| E. | Escutcheons and Floor Plates: |
| 1. | Install escutcheons for piping penetrations of walls, ceilings, and finished floors. |
| 2. | Install escutcheons with ID to closely fit around pipe, tube, and insulation of piping and with OD that completely covers opening. |
| F. | Install unions at final connection to each piece of equipment. |
| G. | Install dielectric unions and flanges to connect piping materials of dissimilar metals. |
| 3.2 | HANGERS AND SUPPORTS |
| A. | Install hangers and supports to allow controlled thermal and seismic movement of piping systems. |
| B. | Install powder-actuated fasteners and mechanical-expansion anchors in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches thick. |
| C. | Load Distribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment. |
| D. | Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Specification Sections, install the following types: |
| 1. | Adjustable Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes, NPS 1/2 to NPS 30. |
| 2. | Pipe Hangers (MSS Type 5): For suspension of pipes, NPS 1/2 to NPS 4, to allow off-center closure for hanger installation before pipe erection. |
| 3. | Adjustable Steel Band Hangers (MSS Type 7): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 8. |
| 4. | Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 8. |
| 5. | Adjustable Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 2. |
| E. | Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Specification Sections, install the following types: |
| 1. | Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20. |
| 2. | Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to NPS 20, if longer ends are required for riser clamps. |
| 3.3 | GENERAL EQUIPMENT INSTALLATIONS |
| A. | Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated. |
| B. | Install equipment level and plumb, parallel and perpendicular to other building systems and components, unless otherwise indicated. |
| C. | Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. |
| D. | Install equipment to allow right of way for piping installed at required slope. |
END OF SECTION 220500
Copyright 2008 by The American Institute of Architects (AIA)
SECTION 221116 - DOMESTIC WATER PIPING
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: |
| 1. | Product Data: For transition fittings and dielectric fittings. |
| 2. | Product for solvent cements and adhesive primers, documentation including printed statement of VOC content. |
PART 2 - PRODUCTS
| 2.1 | PREFORMANCE REQUIREMENTS |
| A. | Potable-water piping and components shall comply with NSF 14 and NSF 61. Plastic piping components shall be marked with "NSF-pw." |
| 2.2 | PIPE AND FITTINGS |
| A. | Hard Copper Tubing: ASTM B 88, Types L and M, water tube, drawn temper with wrought-copper, solder-joint fittings. Furnish wrought-copper fittings if indicated. |
| 1. | Copper Unions: Cast-copper-alloy, hexagonal-stock body, with ball-and-socket, metal-to-metal seating surfaces and solder-joint or threaded ends. |
| 2. | Joining Materials: Use ASTM B 813, water-flushable, lead-free flux; ASTM B 32, lead-free-alloy solder. |
| B. | Soft Copper Tubing: ASTM B 88, Types K and L, water tube, annealed temper with copper pressure fittings, cast-copper-alloy or wrought-copper, solder-joint fittings. Furnish wrought-copper fittings if indicated. |
| 1. | Joining Materials: Use ASTM B 813, water-flushable, lead-free flux; ASTM B 32, lead-free-alloy solder. |
A. PEX Tube and Fittings: ASTM F 877, SDR 9 PEX tubing and ASTM F 1807, metal insert-type fittings with copper or stainless-steel crimp rings.
1. Manifold: ASTM F 877 plastic or corrosion-resistant-metal assembly, with a plastic or corrosion-resistant-metal valve for each outlet.
| C. | Transition Fittings: Manufactured piping coupling or specified piping system fitting. Same size as pipes to be joined and pressure rating at least equal to pipes to be joined. |
| D. | Flexible Connectors: Stainless-steel, corrugated-metal tubing with wire-braid covering. Working-pressure rating a minimum of 200 psig. |
PART 3 - EXECUTION
| 3.1 | INSTALLATION |
| A. | Comply with requirements in Section 220500 "Common Work Results for Plumbing" for basic piping installation requirements. |
Delete first paragraph below if penetration seals are specified in Section 221113 "Facility Water Distribution Piping."
B. Install domestic water piping with 0.25 percent slope downward toward drain for horizontal piping and plumb for vertical piping.
Retain first paragraph below if water meters are inside the building.
| C. | Comply with requirements in Section 220500 "Common Work Results for Plumbing" for basic piping joint construction. |
| D. | Comply with requirements in Section 220500 "Common Work Results for Plumbing" for pipe hanger and support devices. |
| 1. | Install vinyl-coated hangers for PEX piping with the following maximum horizontal spacing and minimum rod diameters: |
| a. | NPS 1 and Smaller: 32 inches with 3/8-inch rod. |
| b. | Install hangers for vertical PEX piping every 48 inches. |
| 3.2 | INSPECTING AND CLEANING |
| A. | Inspect and test piping systems as follows: |
| 1. | Fill domestic water piping. Check components to determine that they are not air bound and that piping is full of water. |
| 2. | Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired. |
| 3.3 | PIPING SCHEDULE |
| A. | Aboveground Distribution Piping: Type M, hard copper tubing, or PEX. |
| 3.4 | VALVE SCHEDULE |
| A. | Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply: |
| 1. | Shutoff Duty: Use bronze ball valves for piping NPS 2 and smaller. |
| B. | Install ball valves close to main on each branch and riser serving two or more plumbing fixtures or equipment connections and where indicated. |
| C. | Install ball valves on inlet to each plumbing equipment item, on each supply to each plumbing fixture not having stops on supplies, and elsewhere as indicated. |
Delete first paragraph below and use metal valves if temperature rating may be exceeded. Coordinate selection of CPVC or PVC with "Special-Duty Valves" Paragraph in "Pipe and Fittings" Article.
D. Install drain valve at base of each riser, at low points of horizontal runs, and where required to drain water distribution piping system.
END OF SECTION 221116
SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: |
| 1. | Product Data: For each type of product. |
| 2. | Operation and maintenance data. |
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS FOR PIPING SPECIALTIES
Retain both options in paragraph below if plastic piping specialties are required.
| A. | Potable-water piping and components shall comply with NSF 61. |
| 2.2 | PERFORMANCE REQUIREMENTS |
| A. | Minimum Working Pressure for Domestic Water Piping Specialties: 125 psig unless otherwise indicated. |
| 2.3 | MANUFACTURED UNITS |
| A. | Freeze-proof Hose Bibbs: |
| 1. | Body Material: Brass. |
| 2. | Supply Connections: NPS 1/2 or NPS 3/4 threaded or solder-joint inlet. |
| 3. | Outlet Connection: Garden-hose thread complying with ASME B1.20.7. |
| 4. | Pressure Rating: 125 psig. |
| 5. | Vacuum Breaker: Integral nonremovable, drainable, hose-connection vacuum breaker complying with ASSE 1011. |
| 6. | Operation: Wheel handle. |
| 7. | Include operating key with each operating-key hose bibb. |
| B. | Water-Hammer Arresters: |
| 1. | Standard: ASSE 1010 or PDI-WH 201. |
| 2. | Type: Copper tube with piston. |
| 3. | Size: ASSE 1010, Sizes AA and A through F, or PDI-WH 201, Sizes A through F. |
PART 3 - EXECUTION
3.1 INSTALLATION
Water-hammer arresters in first paragraph below are best shown on water risers and details. Specifying number, size, and location here is difficult.
A. Install water-hammer arresters in water piping according to PDI-WH 201.
END OF SECTION 221119
SECTION 221316 - SANITARY WASTE AND VENT PIPING
PART 1 - GENERAL
| 1.1 | SECTION REQUIREMENTS |
| A. | Submittals: |
| 1. | Product Data: For each type of product indicated. |
| 2. | For solvent cements and adhesive primers, documentation including printed statement of VOC content. |
| 1.2 | FIELD CONDITIONS |
Retain paragraph below if interruption of existing sanitary waste service is required.
A. Contractor will have full use of the facility prior to May 1st 2015.
PART 2 - PRODUCTS
| 2.1 | PERFORMANCE REQUIREMENTS |
| A. | Components and installation shall be capable of withstanding the following minimum working pressure unless otherwise indicated: |
| 1. | Soil, Waste, and Vent Piping: 10-foot head of water. |
Retain "Seismic Performance" Paragraph below with "Seismic Qualification Certificates" Subparagraph in "Section Requirements" Article for projects requiring seismic design. Model building codes and ASCE/SEI 7 establish criteria for buildings subject to earthquake motions. Verify requirements of authorities having jurisdiction.
B. Piping materials shall bear label, stamp, or other markings of specified testing agency.
Retain paragraph below if NSF markings are required.
| C. | Comply with NSF/ANSI 14, "Plastics Piping Systems Components and Related Materials," for plastic piping components. |
| 2.2 | PIPES AND FITTINGS |
| A. | Copper Drainage Tube and Fittings: ASTM B 306, Type DWV drawn temper with ASME B16.23, cast copper or ASME B16.29, wrought copper, solder-joint fittings. |
| 1. | Copper Flanges: ASME B16.24, Class 150, cast copper with solder-joint end. |
| a. | Flange Gasket Materials: ASME B16.21, full-face, flat, nonmetallic, asbestos-free, 1/8-inch maximum thickness unless thickness or specific material is indicated. |
| b. | Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated. |
| 2. | Solder: ASTM B 32, lead free with ASTM B 813, water-flushable flux. |
| B. | Hub-and-Spigot Cast-Iron Soil Pipe and Fittings: ASTM A 74, Service class; ASTM C 564 rubber gaskets. |
| C. | Hubless Cast-Iron Soil Pipe and Fittings: ASTM A 888 or CISPI 301, with ASTM C 1277 shielded couplings. |
| D. | PVC Plastic, DWV Pipe and Fittings: ASTM D 2665, Schedule 40, plain ends with PVC socket-type, DWV pipe fittings. |
| 1. | Adhesive Primer: ASTM F 656. |
| a. | Adhesive primer shall have a VOC content of 550 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). |
| 2. | Solvent Cement: ASTM D 2564. |
| a. | PVC solvent cement shall have a VOC content of 510 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). |
PART 3 - EXECUTION
| 3.1 | PIPING INSTALLATION |
| A. | Comply with requirements in Section 220513 "Common Work Results for Plumbing" for basic piping installation requirements. |
| B. | Install cast-iron soil piping according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook," Chapter IV, "Installation of Cast Iron Soil Pipe and Fittings." |
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