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SECTION 22000 - PLUMBING GENERAL CONDITIONS B. Installer Qualifications: Company specializing in performing the work of this framing with end connections welded or bolted for shear loads. Use Grade stockpile area to prevent standing surface water.
<br /> section with minimum five years experience. approved by manufacturer. cantilevers when detailed or specifically approved by the Architect/Engineer. C. Leave borrow areas in a clean and neat condition. Grade to prevent standing _
<br /> PART 1 GENERAL C. Products: The Architect/Engineer's approval is required for location of supplementary surface water.
<br /> 1. Listed and classified by Underwriters Laboratories Inc. as suitable for the framing. Use only certified welders. Design framing members for their
<br /> 1.01 SUMMARY purpose specified and indicated. actual loads, with allowable stresses specified by AISC, without excessive END OF SECTION
<br /> A. This section supplements all sections of the Specifications for Division 22 and 2. Listed and classified by the local Department of Buildings and furnished with deflection and with consideration for rigidity under vibration, in accordance
<br /> shall apply to all phases of work hereinafter specified, shown on the Contract an acceptance number, where applicable. with standard structural practices. Show on shop drawing supplementary SECTION 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING �
<br /> Documents, or required to provide a complete installation of approved plumbing 3. Listed and classified by the Landlord's and/or Owner's insurance carrier, framing, including design loads, member size and location.
<br /> systems. where applicable. 3.07 CUTTING, PATCHING, AND PIERCING PART 1 GENERAL
<br /> B. The Drawings, General Conditions and General Provisions of the Contract apply to D. All equipment and components shall be free of all rust/corrosion or any visible A. Cutting of openings and installation of sleeves or frames through walls and
<br /> this Section and the other Sections of Division 22 of the specifications. Where damage. All items not complying with this requirement shall be replaced without surfaces shall be done in a neat workmanlike manner. Openings shall be cut only as 1.01 SECTION INCLUDES
<br /> conflicts arise between these documents, the more stringent provision will be any change in the Contract amount. large as required for the installation; sleeves and/or frames installed flush with A. Flexible pipe connectors; Pipe loops, offsets, and swing joints.
<br /> applicable, subject to the interpretation of the Engineer. E. Equipment performance and accessories shall be as scheduled on the Drawings and finished surfaces and grouted in place. Surfaces around openings shall be left
<br /> C. Furnish all labor, material, services, and skilled supervision necessary for the specified herein. Inclusion in both locations is not a prerequisite to inclusion smooth and finished to match surrounding surface. PART 2 PRODUCTS
<br /> construction, erection, installation, connections, testing, and adjustment of all in the Contract. Equipment and accessories specified in either location shall be B. Obtain written permission of the Architect/Engineer before cutting or piercing
<br /> materials and plumbing equipment specified herein, or shown or noted on the included in the Contract. Provide all necessary accessories and connections as structural members. Use craftsmen skilled in their respective trades for cutting, 2.01 FLEXIBLE PIPE CONNECTORS - COPPER PIPING
<br /> Drawings, and its delivery to the Owner, complete in all respects and ready for required for a complete, functional system, including all required components fitting, repairing, patching of plaster, and finishing of materials including A. Manufacturer: Mercer Rubber Company, Metraflex Company.
<br /> use. reasonably inferred to as necessary although such components may or may not be carpentry work, metal work or concrete work required for this work. B. Inner Hose: Bronze; Exterior Sleeve: Braided bronze; Pressure Rating: 125 psi O 2020 STARBUCKS COFFEE COMPANY
<br /> D. Products furnished but not installed under this section: specifically indicated in the Contract Documents. C. Do not weaken walls, partitions, or floors with cutting. Holes required to be cut and 450 degrees F; Joint: As specified for pipe joints; Size: Use pipe sized
<br /> 1. Where plans indicate fixtures or equipment will be furnished by this F. Code or utility company requirements shall supersede any conflicting requirements in floors must be drilled without breaking out around the holes. The units; Maximum offset: 1 inch on each side of installed center line; Application:
<br /> Contractor for installation by other Contractors, this Contractor shall of this section. Architect/Engineer will determine suitability of patching and/or refinishing Copper piping.
<br /> furnish all such equipment, complete in all respects and ready for G. Fill Composition Test Reports: Results of laboratory tests on actual materials requirements. 2.02 FLEXIBLE PIPE CONNECTORS - STEEL PIPING 2401 UTAH AVENUE SOUTH
<br /> installation. used; Compaction Density Test Reports. D. The Plumbing Contractor is responsible for patching of all openings resulting from A. Manufacturer: Mercer Rubber Company, Metraflex Company.
<br /> 2. Drawings, instructions, and manuals supplied with equipment furnished under 1.09 DELIVERY, STORAGE, AND HANDLING the installation or removal of plumbing equipment or materials. B. Inner Hose: Pressure Rating: 125 psi and 450 degrees F; Joint: As specified for SEATTLE, WASHINGTON 98134
<br /> Division 22, but installed under other Divisions shall be carefully preserved A. Deliver and store valves in shipping containers, with labeling in place. E. Provide and maintain temporary partitions or dust barriers adequate to prevent the pipe joints; Size: Use pipe sized units; Maximum offset: 1 inch on each side of
<br /> and turned over to the installing Contractor. B. Provide temporary protective coating on cast iron and steel valves. spread of dust and dirt to adjacent areas. installed center line; Application: Steel piping. (206) 318-1575
<br /> E. Products installed but not furnished under this section: C. Provide temporary end caps and closures on piping and fittings. Maintain in place F. Patch existing finished surfaces and building components using new materials
<br /> 1. Where plans indicate fixtures or equipment will be furnished by others, this until installation. matching existing materials and experienced Subcontractors. PART 3 EXECUTION THESE DRAWINGS AND THE PROJECT MANUAL
<br /> Contractor shall provide all rough-in and supplies and shall connect such D. Protect motors stored on site from weather and moisture by maintaining factory G. Fire and Smoke Partition Penetrations: The Contractor shall familiarize ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> equipment to the plumbing systems. covers and suitable weather-proof covering. For extended outdoor storage, remove himself with all fire rated construction and install his work so as to 3.01 INSTALLATION SOLE PROPERTY OF STARBUCKS
<br /> 2. Drawings, instructions, and manuals supplied with equipment furnished under motors from equipment and store separately. maintain the integrity of the fire code rating. Maintain rating of fire A. Install in accordance with manufacturer's instructions.
<br /> separate Divisions but installed under Division 22 shall be carefully preserved and E. Equipment: Protect equipment from physical damage by storing off site until the rated and smoke rated construction. Seal annular space around conduits. For B. Install in accordance with EJMA (Expansion Joint Manufacturers Association) CORPORATION,WHICH IS THE OWNER OF THE
<br /> turned over to the Architect. project is ready for immediate installation. Provide temporary caps on all pipes fire and smoke rated floors, walls and partitions, use UL listed material Standards. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE
<br /> 1.02 DEFINITIONS to prevent debris from entering the pipe. that maintains fire rated wall and floor integrity. C. Install flexible pipe connectors on pipes connected to vibration isolated REPRODUCED(IN WHOLE OR IN PART), SHARED
<br /> A. "Work" is hereby defined as, "The construction and services required by the 1.10 WARRANTY AND GUARANTEE 3.08 CLEANING AND REPAIR equipment. Provide line size flexible connectors. WITH THIRD PARTIES OR USED IN ANY MANNER
<br /> Contract Documents whether completed or partially completed and includes all labor, A. Additional warranty and guarantee terms in excess of this requirement are specified A. Clean plumbing parts to remove harmful materials. D. Install flexible connectors at right angles to displacement. Install one end ON OTHER PROJECTS OR EXTENSIONS TO THIS
<br /> materials, equipment, and services provided or to be provided by the Contractor to within the individual sections of Division 22. B. Clean exposed surfaces of all pipe, equipment, and accessories of all dirt, debris, immediately adjacent to isolated equipment and anchor other end. Install in
<br /> fulfill the Contractors obligations. The work may constitute the whole or a part B. Provide five year manufacturer warranty for domestic water heaters and packaged splatter, and other deleterious materials. Follow the manufacturers horizontal plane unless indicated otherwise. PROJECT WITHOUT THE PRIOR WRITTEN
<br /> of the project." water heating systems. recommendations for cleaning as applicable. E. Anchor pipe to building structure where indicated and as required to control CONSENT OF STARBUCKS CORPORATION.
<br /> B. "Furnish' is hereby defined as, "To supply and deliver, unload, and inspect for C. Provide one year manufacturer warranty for pumps. C. Repair or replace damaged pipe, equipment, and accessories, as directed by and to detrimental movement of piping. Provide pipe guides so movement is directed along THESE DRAWINGS AND SPECIFICATIONS ARE
<br /> damage." the satisfaction of the Architect, where marring or disfigurement has occurred. axis of pipe only. Erect piping such that strain and weight is not on connections INTENDED TO EXPRESS DESIGN INTENT FORA
<br /> C. "Install" is hereby defined as, "To unpack, assemble, erect, apply, place, finish, PART 2 PRODUCTS All pipe, equipment, and accessories shall be new. or apparatus. PROTOTYPICAL STARBUCKS STORE(WHICH IS
<br /> cure, protect, clean, connect, and place into operation into the work." 3.09 TESTING AND INSPECTION F. Provide support and equipment required to control expansion and contraction of
<br /> D. "Provide" is hereby defined as, "To furnish and install." 2.01 SUBSTITUTIONS A. Upon completion, the entire system shall be tested under operating conditions. piping. Provide loops, pipe offsets, and swing joints, or approved expansion SUBJECT TO CHANGE AT ANYTIME)AND DO NOT
<br /> E. "Connect" is hereby defined as, "To bring service to the equipment and make final A. The manufacturers listed are listed to set minimum standards for quality, design, 1. All equipment shall be tested under service conditions and proven to operate joints where required. REFLECT ACTUAL SITE CONDITIONS. NEITHER
<br /> attachment including necessary switches, outlets, boxes, terminations, etc." and functionality. The products of other manufacturers may be submitted, at the properly and noiselessly. G. Contractor may substitute grooved piping for vibration isolated equipment instead PARTY SHALL HAVE ANY OBLIGATION NOR
<br /> F. "Concealed" is hereby defined as, "Hidden from sight in chases, furred spaces, Contractor's option, during shop drawing review unless indicated otherwise. The 2. All additional tests as required throughout this Specification shall be of flexible connectors. Grooved piping need not be anchored. LIABILITY TO THE OTHER EXCEPT STATED
<br /> shafts, hung ceilings, embedded in construction, in crawl spaces, or buried. products of other manufacturers shall meet or exceed all requirements of the completed with results reported back to the Architect/Engineer for review.
<br /> G. "Exposed" is hereby defined as, "Not installed underground nor concealed as defined Contract Documents. The Contractor accepts all responsibility for costs and B. Operate all equipment, after installation and connection. Inspect for improper END OF SECTION ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY
<br /> by the Specifications." coordination issues arising out of the substitution of materials or equipment, and connections and operation and correct deficiencies as required. EXECUTED BY BOTH PARTIES.
<br /> H. "Drawings" is hereby defined as, "All plans, details, equipment schedules, the coordination of such substitutions with all other contractors and C. Inspection: SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING
<br /> diagrams, sketches, etc. issued for the construction of the work." subcontractors. 1. Upon completion of the work, the Contractor shall obtain certificates of STARBUCKS TEMPLATE VERSION: i2020-01-31.1
<br /> I. Subgrade Elevations: 4 inches below finish grade elevations indicated on drawings, inspection and approval from all City and State Authorities Having Jurisdiction. PART 1 GENERAL
<br /> unless otherwise indicated. PART 3 EXECUTION 3.10 PROJECT CLOSEOUT
<br /> J. Finish Grade Elevations: 4 inches above subgrade elevations indicated on drawings, A. Project Record Documents: At project closeout, provide one printed copy and one 1.01 SECTION INCLUDES ARCHITECT OF RECORD
<br /> unless otherwise indicated. 3.01 COORDINATION OF WORK electronic copy of project record drawings to the Owner. Information contained on A. Positive displacement meters; Pressure gages; Test plugs; Thermometers and o-o
<br /> 1.03 CODES AND STANDARDS A. Examine the Contract Documents as a whole for the work of other trades. Coordinate project record drawings shall include, as a minimum,: thermometer wells. v CO CO. -
<br /> A. Perform work in accordance with the applicable Building Code, Electrical Code, Fire all work accordingly. 1. Actual locations of all pipe, equipment, accessories, etc. = > o
<br /> Code, Mechanical Code, Plumbing Code, Energy Code, and all other applicable codes, B. Work lines and established heights shall be in strict accordance with architectural 2. Actual pipe sizes and elevations. PART 2 PRODUCTS
<br /> amendments, and ordinances. Also perform all work in accordance with the Americans drawings and specifications insofar as these drawings and specifications extend. 3. Actual routing of all underfloor or below grade piping. 2.01 Manufacturers: Manufacturers: Dwyer Instruments, Inc; FMC Technologies; Venture =
<br /> with Disabilities Act (ADA) and the Authority Having Jurisdiction (AHJ) including Verify all dimensions shown and establish all elevations and detailed dimensions B. Operation and Maintenance Data: At project closeout, submit to the Architect two Measurement Company; McCrometer; Moeller Instrument Co., Inc; Omega Engineering, Inc. cn
<br /> Fire Marshal(s). not shown. copies of descriptive literature, maintenance and operation data for all piping, 2.02 POSITIVE DISPLACEMENT METERS (LIQUID)
<br /> B. Perform work in accordance with Landlord requirements, including any Tenant C. Promptly report to the Architect any delay or difficulties encountered in the equipment, accessories, and materials used. Include maintenance procedures, A. AWWA C700, positive displacement disc type suitable for fluid with bronze case and
<br /> Criteria Manuals and Lease Exhibits, where applicable. installation of the work, which might prevent prompt and proper installation, or intervals, and parts list of each item installed under this contract. Include all cast iron frost-proof, breakaway bottom cap, hermetically sealed register, remote
<br /> C. Perform work in accordance with the applicable utility companies serving the make it unsuitable to connect with or receive the work of others. Failure to so manufacturer's guarantees and warranties. reading to AWWA C706. 4cg Pec
<br /> project. Make all arrangements with the utility companies for proper coordination report shall constitute an acceptance of the work of other trades as being fit and B. Meter: Brass body turbine meter with magnetic drive register; Accuracy. 1-1/2 15635 Alton Parkway,Suite 100, Irvine,CA 92618
<br /> of the work. proper for the execution of this work. END OF SECTION percent. P:949.553.1117 F:949.474.7056
<br /> D. Recognized Standards: Design, manufacture, testing and method of installation of D. Plan, lay out, and coordinate the work with all trades well enough in advance so 2.04 PRESSURE GAGES
<br /> all apparatus and materials furnished under the requirements of these that it proceeds with a minimum of interference to work that has not been completed SECTION 220501 - TRENCHING AND BACKFILL FOR PLUMBING SYSTEMS A. Pressure Gages: ASME B40.100, UL 393 drawn steel case, phosphor bronze bourdon
<br /> Specifications shall conform to the latest publications or standard rules of and work that is in progress. Inform all trades of openings required for the work tube, rotary brass movement, brass socket, with front recalibration adjustment, ARCHITECT STAMP
<br /> Underwriters Laboratories, Inc. (U.L.), American Society for Testing and Materials and provide all special frames, sleeves, and anchor bolts required. The fire PART 1 GENERAL black scale on white background; Case: Steel with brass bourdon tube; Size: 2
<br /> (ASTM), American National Standards Institute (ANSI), and National Electrical Code suppression system layout may be altered to suit the conditions, prior to the inch diameter; Lens: Clear glass; Mid-Scale Accuracy. Two percent; Scale: Psi
<br /> (NEC). installation of any work and without additional cost to the Owner. Conflicts 1.01 SECTION INCLUDES and KPa.
<br /> E. The Contract Documents shall take precedence where the Contract Documents exceed arising from lack of coordination shall be this Contractor's responsibility. A. Backfilling and compacting for utilities inside and outside the building. 2.05 STEM TYPE THERMOMETERS
<br /> code, Landlord, utility, or recognized standards requirements. E. Wherever pipe runs in or above ceilings or walls, the Contractor shall arrange the 1.02 PROJECT CONDITIONS A. Thermometers Adjustable Angle: Red- or blue-appearing non-toxic liquid in glass;
<br /> 1.04 PERMITS AND FEES run of pipe in such a manner that it does not interfere with grilles, diffusers, A. Provide sufficient quantities of fill to meet project schedule and requirements. ASTM E 1; lens front tube, cast aluminum case with enamel finish, cast aluminum Q�
<br /> A. Permits, licenses, fees, inspections and arrangements required for the work under outlet boxes, luminaires, or other ceiling mounted items. When necessary, store materials on site in advance of need. adjustable joint with positive locking device; adjustable 360 degrees in horizontal
<br /> this Contract shall be obtained by the Contractor at his expense, unless otherwise F. Install systems, materials and equipment to provide for maximum headroom, where no B. When fill materials need to be stored on site, locate stockpiles where designated; plane, 180 degrees in vertical plane; Size: 7 inch scale; Window: Clear Lexon;
<br /> indicated. ceiling height is established or indicated on the Drawings. Maintain access to Separate differing materials with dividers or stockpile separately to prevent Stem: 3/4 inch NPT brass; Accuracy: 2 percent; Calibration: Degrees F and
<br /> B. All fees and scheduling associated with obtaining an accurate water flow test shall equipment requiring service when selecting mounting elevations. intermixing; Prevent contamination; Protect stockpiles from erosion and Degrees C. Q 0
<br /> be at the Contractor's expense. G. Install systems, materials and equipment level and plumb, parallel and deterioration of materials. 2.06 TEST PLUGS
<br /> 1.05 CONTRACT DRAWINGS perpendicular to building lines where exposed to view, unless otherwise indicated. C. Verify that survey bench marks and intended elevations for the Work are as A. Test Plug: 1/4 inch or 1/2 inch brass fitting and cap for receiving 1/8 inch 11-19-21
<br /> A. The Contractor is responsible to obtain, fully understand, and coordinate the work H. Conflicts arising from lack of coordination shall be this Contractor's indicated. outside diameter pressure or temperature probe with Nordel core for temperatures up
<br /> with the complete set of Contract Documents. Any required corrections, including responsibility. The Plumbing Contractor shall pay for all extra cutting and D. Protect bench marks, survey control points, existing structures, fences, sidewalks, to 350 degrees F.
<br /> all associated costs, arising from issues caused by the Contractor's failure to patching made necessary by his failure to properly direct such work at the correct paving, and curbs from excavating equipment and vehicular traffic. B. Test Plug: 1/4 inch or 1/2 inch brass fitting and cap for receiving 1/8 inch
<br /> understand and/or coordinate the work with the complete set of Contract Documents time. E. Code requirements shall supercede any conflicting requirements of this section. outside diameter pressure or temperature probe with Viton core for temperatures up
<br /> are the Contractor's sole responsibility. I. Perform all work in conformity with the Contract Documents and afford other trades to 400 degrees F.
<br /> B. Work under these sections is diagrammatic unless indicated otherwise and is reasonable opportunity for the execution of their work. Properly connect and PART 2 PRODUCTS
<br /> intended to convey the scope of work and indicate the general arrangement of coordinate this work with the work of other trades at such time and in such a PART 3 EXECUTION
<br /> piping, equipment, and accessories. Follow these drawings in laying out the work manner as not to delay or interfere with their work. 2.01 FILL MATERIALS
<br /> and verify spaces for the installation of these materials and equipment. Wherever J. Manufacturer's instruction sheets shall be followed explicitly in the installation A. General Fill: Subsoil excavated on-site; Graded; Free of lumps larger than 3 3.01 INSTALLATION
<br /> a question exists as to the exact intended location of pipe, sprinklers, or of all equipment. Where manufacturer's instruction sheets conflict with inches, rocks larger than 2 inches, and debris. A. Install in accordance with manufacturers instructions.
<br /> equipment, obtain instructions from the Architect before proceeding with the work. requirements of these specifications or the Drawings, such conflicts shall be B. Structural Fill: Subsoil excavated on-site; Graded; Free of lumps larger than 3 B. Provide instruments with scale ranges selected according to service with largest
<br /> C. Notify the Architect/Engineer for resolution if a discrepancy is discovered within brought to the attention of the Architect/Engineer for clarification. inches, rocks larger than 2 inches, and debris. appropriate scale.
<br /> the Contract Documents. Failure of the Contractor to notify the Architect/Engineer K. All roofing penetrations shall be flashed and weather sealed by the roofing C. Granular Fill - Gravel: Pit run stone; free of shale, clay, friable material and C. Install gages and thermometers in locations where they are easily read from normal
<br /> of discrepancies shall result in the resolution becoming the Contractor's manufacturer's authorized roofing contractor at this Contractor's expense. This debris. operating level. Install vertical to 45 degrees off vertical.
<br /> responsibility and subject to the Architect/Engineer's review and possible Contractor shall contract with the factory authorized roofing contractor for the D. Granular Fill - Pea Gravel: Natural stone; free of clay, shale, organic matter. D. Adjust gages and thermometers to final angle, clean windows and lenses, and
<br /> rejection. Should the Architect/Engineer reject a discrepancy resolution of which specific roofing system applicable to this Project. The use of an unauthorized E. Sand: Natural river or bank sand; free of silt, clay, loam, friable or soluble calibrate to zero. }+ i
<br /> they were not notified, the Contractor is fully responsible to correct the roofing contractor may result in removal and replacement of the penetration systems materials, and organic matter. E. Locate test plugs where indicated or required for measurement and balancing of
<br /> installation, including all associated costs, until approval of the installation is at this Contractor's expense. F. Topsoil: Topsoil excavated on-site; Select; Free of roots, rocks larger than 1/2 systems. O ❑
<br /> given by the Architect/Engineer. L. Although all such work is not specifically indicated, furnish and install all inch, subsoil, debris, large weeds and foreign matter; Acidity range (pH) of 5.5 to F. Install positive displacement meters with isolating valves on inlet and outlet. ---+
<br /> 1.06 EXISTING CONDITIONS supplementary or miscellaneous items, appurtenances and devices incidental to or 7.5; Containing a minimum of 4 percent and a maximum of 25 percent inorganic Provide full line size valved bypass with globe valve for liquid service meters
<br /> A. Verify all existing conditions prior to beginning work. necessary for a sound, secure and complete installation. matter. unless prohibited by local utility company. O
<br /> B. Any existing conditions indicated in the Contract Documents are based on M. Verify and coordinate all requirements and installation details of all materials G. Provide one pressure gage per pump, installing taps before strainers and on suction = M
<br /> information drawings provided by others and possibly limited field verification. and equipment that are to be furnished under other Divisions and installed or PART 3 EXECUTION and discharge of pump. Pipe to gage. C: r
<br /> The Contractor shall adjust for actual field conditions at no additional expense to connected under Division 22 prior to rough-in. Conflicts arising from lack of H. Install thermometers in piping systems in sockets in short couplings. Enlarge - � N
<br /> the Owner. coordination shall be this Contractor's responsibility. As such, the Contractor is 3.01 EXAMINATION pipes smaller than 2-1/2 inch for installation of thermometer sockets. Ensure •�
<br /> C. The Contractor shall visit the project site, review existing conditions against the responsible to: A. Identify required lines, levels, contours, and datum locations. sockets allow clearance from insulation. E . .
<br /> LO
<br /> Contract Documents, and familiarize himself with the work prior to bidding and 1. Obtain and review shop drawings, product data, manufacturer's wiring B. Locate, identify, and protect utilities and construction that remains and protect CUO7 CU (3)start of the work. By signing the Contract, the Contractor acknowledges the site diagrams, and manufacturer's instructions for equipment furnished under other from damage. END OF SECTION U)
<br /> visit has been completed and the existing conditions are accepted. sections. 3.02 TRENCHING
<br /> W •
<br /> D. The Contractor shall notify the Architect of major discrepancies in writing so the 2. Determine connection locations and requirements. A. Notify Engineer of unexpected subsurface conditions and discontinue affected work SECTION 220529 - NON-PENETRATING ROOFTOP HANGERS AND SUPPORTS FOR PLUMBING W C: 13f (L) U
<br /> appropriate modifications to the design can be made without delay to the project. 3. Sequence rough-in of plumbing connections to coordinate with installation of in area until notified to resume work. 2 (D ❑
<br /> The Contractor assumes full responsibility of adjusting for discrepancies of which equipment. B. Slope banks of excavations deeper than 4 feet to angle of repose or less until PART 1 GENERAL Q ❑ 00
<br /> the Architect is not informed. 3.02 COORDINATION DRAWINGS shored. Z 00 Q C
<br /> F. The Owner shall have first salvage right on all demolished equipment and materials. A. Prepare coordination drawings to a scale of 1/4"=V-0" or larger; detailing major C. Do not interfere with 45 degree bearing splay of foundations. 1.01 SECTION INCLUDES F- F0
<br /> The Contractor shall dispose of all demolished equipment and materials the Owner elements, components, and systems of plumbing equipment and materials in D. Cut trenches wide enough to allow inspection of installed utilities. A. Pipe supports; Fixed anchor supports; Accessories. c) 06 („) �
<br /> rejects. relationship with other systems, installations, and building components. Indicate E. Hand trim excavations. Remove loose matter. W W r V
<br /> G. The Contractor shall notify the Architect/Engineer of field discrepancies in locations where space is limited for installation and access and where sequencing F. Remove large stones and other hard matter which could damage piping or impede PART 2 PRODUCTS __3 __3
<br /> writing so the appropriate modifications to the design can be made without delay to and coordination of installations are of importance to the efficient flow of the consistent backfilling or compaction. O U-) O O 0
<br /> the project. The Contractor assumes full responsibility of adjusting for work, including (but not necessarily limited to) the following: G. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd measured by volume. 2.01 MANUFACTURERS � � cor^
<br /> discrepancies of which the Architect/Engineer is not informed. 1. Indicate the proposed locations of conduits, equipment, and materials. H. Remove excavated material that is unsuitable for re-use from site. A. Acceptable Manufacturer: Miro Industries Inc. U)
<br /> H. Where connections are made between new work and existing work, the connections Include the following: I. Stockpile excavated material to be re-used in area designated on site. 2.02 SUPPORTS AND HANGERS
<br /> shall be made by using materials and methods to suit the actual conditions. a. Clearances required for maintaining Code required working space. 3.03 PREPARATION FOR UTILITY PLACEMENT A. Supports and Hangers - General: Provide with bases that rest on the roof membrane
<br /> I. Where existing conditions are shown to be removed, by means of a hatched pattern, b. Equipment connections and support details. A. Cut out soft areas of subgrade not capable of compaction in place. Backfill with and that have: Gently rounded edges to prevent damage to roof membrane; 1 inch STORE #: 20685
<br /> on the Drawings, this Contractor shall perform all work required for removal. C. Exterior wall and foundation penetrations. general fill. high raised edges; Drainage ports to prevent ponding; Carbon black additive in PROJECT#: 59335-039
<br /> Existing pipe run-outs shall be removed all the way back to mains and capped using d. Fire-rated wall and floor penetrations. B. Compact subgrade to density equal to or greater than requirements for subsequent polycarbonate, when used, for UV stabilization; Provide loose fit aluminum pipe
<br /> appropriate methods. e. Sizes and location of required concrete pads and bases. fill material. strap on all supports, specifically designed for the support models below. Straps ISSUE DATE: CHECKSET
<br /> J. Where existing work is to be modified, it shall be done in conformance with these f. Indicate scheduling, sequencing, movement, and positioning of large C. Until ready to backfill, maintain excavations and prevent loose soil from falling shall be loose fitting to prevent pipe from being displaced from the support stand
<br /> specifications. Materials used shall be same as existing except where specified equipment into the building during construction. into excavation. but without restricting movement for expansion and contraction. DESIGN MANAGER: J.RAMOS
<br /> otherwise. g. Prepare floor plans, elevations, and details to indicate penetrations 3.04 BACKFILLING B. Fixed Height Pipe Stands: Polycarbonate resin bases; 1-1/2-Inch Nominal Pipe:
<br /> 1.07 SUBMITTALS in floors, walls, and ceilings and their relationship to other A. Fill up to finish grade or slab elevations unless otherwise indicated. "U"-shaped cradle; 1-1/2 inch ID maximum pipe capacity, 1-9/10 inch OD maximum pipe PRODUCTION DESIGNER:
<br /> A. Shop Drawings: penetrations and installations. B. Granular Fill: Place and compact materials in equal continuous layers not capacity; 1-1/2 inch additional height per spacer, maximum 3 spacers; total load up CHECKED BY: GRS
<br /> 1. Furnish the Architect/Engineer shop drawing portfolios containing names of 3.03 EXAMINATION exceeding 8 inches compacted depth. to 80 Ib; 6 by 6 inch base (Model 1.5); 3-Inch Nominal Pipe: Self-lubricating
<br /> manufacturer and cut sheets of equipment to be used on the project. Use A. Verify field measurements are as indicated on the Drawings. C. Soil Fill: Place and compact material in equal continuous layers not exceeding 8 polycarbonate roller supported by glass filled nylon roller rod in "U"-shaped MCG PROJECT#: 21324
<br /> manufacturer's specification sheets identified by number indicated on B. Verify all pipe locations and sizes in field prior to fabrication or installation. inches compacted depth. cradle; 3 inch ID maximum pipe capacity, 3-7/8 inch OD maximum pipe capacity, 2
<br /> drawings or schedules. Indicate catalog number on the cut sheets. As C. Verify all equipment locations in field prior to installation. Coordinate final D. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. inch additional pipe clearance per spacer, maximum 3 spacers; total load up to 100 MCG PROD. MANAGER: J.SPENCER
<br /> applicable, provide construction data, weight and dimensional data, locations with all trades. Make gradual grade changes. Blend slope into level areas. Ib; 7-1/2 by 7-1/2 inch base (Model 3-R-2 or 3-R-4); 4-Inch Nominal Pipe: MCG PROD. SPECIALIST:
<br /> performance data and listing data as part of the shop drawing submittal. 3.04 INTERFACE WITH OTHER PRODUCTS E. Thrust bearing surfaces: Fill with concrete. Self-lubricating polycarbonate roller supported by glass filled nylon rod; 4 inch
<br /> Provide shop drawings for: A. Install all pipe, equipment, and accessories to preserve fire resistance rating of F. Compaction Density Unless Otherwise Specified or Indicated: Under paving, maximum pipe capacity, 5 inch OD maximum pipe capacity, total load up to 125 Ib;
<br /> a. Plumbing fixtures and equipment. partitions and other elements, using materials and methods specified. slabs-on-grade, and similar construction: 97 percent of maximum dry density, At 7-1/2 by 7-1/2 inch base (Model 4-R); 5-Inch Nominal Pipe: Self-lubricating Revision Schedule
<br /> b. Plumbing materials and accessories. 3.05 FIELD QUALITY CONTROL other locations: 95 percent of maximum dry density. polycarbonate roller supported by glass filled nylon rod; 5 inch maximum pipe
<br /> C. Product Data: Provide manufacturers catalogue information. Indicate A. Provide tests as necessary to establish the adequacy, quality, safety, completed 3.05 BEDDING AND FILL AT SPECIFIC LOCATIONS capacity, 6 inch OD maximum pipe capacity, total load up to 150 Ib; 9 by 15-1/2
<br /> valve data and ratings. status, and suitable operation of each system. Tests shall be conducted under the A. Use general fill unless otherwise specified or indicated. inch base (Model 5-R). Rev Date By Description
<br /> 2. Submittals are reviewed only for general compliance with the Contract supervision of the Architect. B. Utility Piping, Conduits, and Duct Bank: Bedding: Use granular fill; Cover with C. Strut-Type Supports: Single base with two threaded rods supporting hot dipped
<br /> Documents. Dimensions, quantities and details are not checked during B. Install all equipment, devices, pipe, and materials securely and in a neat and general fill; Fill up to finish grade elevation; Compact in maximum 8 inch lifts to galvanized horizontal channel strut; Size: 12 inch strut 1-5/8 by 13/16 inch, pipe
<br /> submittal review. Review of the submittals does not relieve the Contractor workmanlike manner in accordance with all applicable standards and codes. 95 percent of maximum dry density. clearance variable up to 7 inch (Model 12 Base Strut); Size: 16 inch strut 1-5/8
<br /> of the responsibility for providing all materials, equipment and accessories C. Install all equipment, pipe, and materials plumb and level and align and adjust for C. Over Subdrainage Piping at Foundation Perimeter and Under Slabs: Drainage fill and by 13/16 inch, pipe clearance variable up to 7 inch Model 16 Base Strut); Base:
<br /> necessary for a complete and operational system meeting the requirements of satisfactory operation. geotextile fabric; Cover drainage fill with general fill; Fill up to finish grade Polycarbonate resin; total load up to 125 Ib; 7-1/2 by 10 inch or 9 by 15-1/8 inch
<br /> the project and the intent of the Contract Documents. The responsibility for D. Install all equipment, pipe, and materials in accordance with the manufacturer's elevation; Compact to 95 percent of maximum dry density. base.
<br /> coordination of substituted materials and equipment lies solely with the instructions and recommendations. 3.06 TOLERANCES 2.03 ACCESSORIES
<br /> substituting Contractor. E. Inspect all equipment, pipe, and materials for defects. A. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations. A. Support Pads: 15-3/4 by 19-3/4 inch square, 1/8 inch thick, flexible PVC with
<br /> 3. Approval shall not relieve the Contractor from responsibility for errors on 3.06 ERECTION B. Top Surface of Backfilling Under Paved Areas: Plus or minus 1 inch from required carbon black additive for UV stabilization. SHEET TITLE:
<br /> the shop drawings. A. Rigging: elevations. B. Deck Plates: Square metal deck plate with curved up edges, to spread load and PLUMBING
<br /> 4. If the shop drawings deviate from the contract documents, the Contractor 1. The Plumbing Contractor shall arrange for all labor and equipment required 3.07 FIELD QUALITY CONTROL protect roof membrane; Thickness: 18 gauge; Material: Hot dip galvanized; Size:
<br /> shall advise the Engineer of the deviations in writing accompanying the shop for the proper installation of the plumbing equipment in the locations A. Perform compaction density testing on compacted fill in accordance with ASTM D1556, 12 x 12 inch square; total load up to 200 Ib (Model DP-12); Size: 18 x 18 inch
<br /> drawings, including the reasons for the deviations. indicated on the Drawings. Where crane rental or other erection is required, ASTM D2167, ASTM D2922, or ASTM D3017. square; total load up to 400 Ib (Model DP-18); Size: 24 x 24 inch square; total SPECIFICATIONS
<br /> B. Project Record Documents: Record actual locations of components and tag numbering. such costs shall be included in the Plumbing Contract, unless specific B. Evaluate results in relation to compaction curve determined by testing uncompacted load up to 800 Ib (Model DP-24).
<br /> C. Operation and Maintenance Data: Include installation instructions and spare parts arrangements are made with the General Contractor to cover these costs. material in accordance with ASTM D 698 ("standard Proctor"), ASTM D 1557 ("modified C. Rollers: Roller 3: 3 inch sturdy polycarbonate roller, shaft 5/8 inches, end SCALE:AS SHOWN
<br /> lists. B. Supplemental Framing: Proctor"), or AASHTO T 180. diameter 1-7/8 inches. Roller surface has a 3 inch radius arch. Maximum load
<br /> D. Maintenance Data: Include assembly drawings, bearing data including replacement 1. Provide the design, fabrication, and erection of supplementary structural C. If tests indicate work does not meet specified requirements, remove work, replace capacity may not exceed 150 lbs; Roller 5: 5 inch sturdy polycarbonate roller,
<br /> sizes, and lubrication instructions. framing required for attachment of hangers or other devices supporting and retest. shaft 5/8 inches, end diameter 2-7/16 inches. Roller surface has a 5 inch radius SHEET NUMBER:
<br /> 1.08 QUALITY ASSURANCE plumbing equipment. Provide framing members of standard rolled steel shapes, 3.08 CLEAN-UP arch. Maximum load capacity may not exceed 150 lbs.
<br /> A. Manufacturer Qualifications: Company specializing in manufacturing the Products A-36 steel. Provide members welded to structural members equal to the A. Leave unused materials in a neat, compact stockpile. P-000
<br /> specified in this section with minimum five years experience. specification for the main structural member. Provide "simple beam" type B. Remove unused stockpiled materials, leave area in a clean and neat condition. PART 3 EXECUTION
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