COPY NO.
WELL STATION REHABILITATION
TOWN OF NORTH KINGSTOWN NORTH KINGSTOWN, RI
BIDDING AND CONTRACT REQUIREMENTS AND SPECIFICATIONS
APRIL 2021
BID DOCUMENTS
21046B
TOWN OF NORTH KINGSTOWN
NORTH KINGSTOWN, RI
BIDDING AND CONTRACT REQUIREMENTS AND SPECIFICATIONS
FOR
WELL STATION REHABILITATION
APRIL 2021
BID DOCUMENTS
Prepared By:
Wright-Pierce The Westminster Square Building 10 Dorrance Street, Suite 840 Providence, RI 02903 (401) 383-2276
TABLE OF CONTENTS
SECTION TITLE
DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS
DIVISION 1 - GENERAL REQUIREMENTS
01010A Summary of Work Bldg-Facility 01045 Cutting Coring and Patching 01050 Coordination 01070 Abbreviations & Symbols 01150A Measurement and Payment Treatment-Facility 01200 Project Meetings 01310 Construction Schedules 01320 Safety and Health Plan 01340 Submittals 01370 Schedule of Values 01380 Construction Photographs 01400 Quality Control 01500 Temporary Facilities and Controls 01520 Site Security 01600 Delivery Storage and Handling 01630 Substitutions & Product Options 01710 Project Cleaning
DIVISION 2 - SITE WORK
02050A Demolition
DIVISION 3 - CONCRETE
03010 Concrete Modifications & Repairs
DIVISION 4 - MASONRY
04200 Unit Masonry 04500 Masonry Restoration and Cleaning
DIVISION 5 - METALS
05500 Metal Fabrications
20146B 01010A-1
SECTION 01010A
SUMMARY OF WORK
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: Miscellaneous exterior repairs and improvements to the North Kingstown Water Department’s Well Station Facilities. The major proposed work under this Contract includes: 1. Miscellaneous exterior repairs and improvements to the following stations, as indicated on the drawings: a. Well Station No. 1; b. Well Station No. 2; c. Well Station No. 3; d. Well Station No. 4; e. Well Station No. 5; f. Well Station No. 6; g. Well Station No. 9; h. Well Station No. 10 2. Painting of the exterior and miscellaneous repair of the Water Department Maintenance Garage, as indicated on the drawings. 3. Associated electrical, mechanical, plumbing improvements as shown on the drawings. B. Related Work Specified Elsewhere: 1. Coordination: Section 01050 2. Construction Schedules: Section 01310. 3. Quality Coordination Meetings: Various sections of the Specifications, including those outlined below. a. Pre-Masonry Meeting (Section 04200) b. Pre-Installation Meeting/ EPDM Roofing (Section 07500) C. Removals, Relocations and Rearrangements 1. Examine the existing site for the work of all trades which will influence the cost of the work under the bid. This work shall include removals, relocations and rearrangements which may interfere with, disturb or complicate the performance of the work under the bid involving systems, equipment and related service lines, which shall continue to be utilized as part of the finished project. The Contractor is responsible for all coordination in this regard. 2. Provide in the bid a sufficient amount to include all removals, relocations, rearrangements and reconnections herein specified, necessary or required to provide approved operation and coordination of the combined new and existing systems and equipment.
PART 2 - PRODUCTS Not Applicable.
20146B 01010A-2 SUMMARY OF WORK
PART 3 - EXECUTION
3.1 MAINTAIN EXISTING WORKS A. Existing Operations: 1. The existing eight well station facilities to be renovated provide daily water supply to the North Kingstown water system. The facilities will not be taken off-line to complete the specified work. Work must be completed to not interfere with the delivery of safe drinking water from the well stations. The well stations generally include a well, well pump, chemical addition systems, and associated electrical equipment. 2. It is expected that there will be no interference with maintain existing operations as the majority of work is located on the building exterior. B. Minimize Interference 1. The Contractor shall at all times conduct his operations so as to interfere as little as possible with existing works. 2. The Contractor shall not use the Owner’s bathrooms or kitchen facilities. 3. The Contractor shall limit his personnel to the proposed work areas and limits of work.
3.2 CONSTRUCTION SEQUENCE A. Construction of the proposed treatment facilities will disrupt the existing treatment facility structures and operations. To maintain treatment and to minimize disruption, the construction must be divided into phases or sequenced appropriately. The construction sequence phases and dates must allow the facility to maintain treatment as specified in paragraph 3.1,B. Refer to paragraph 3.1,B,5. The Contractor may deviate from this construction sequencing as outlined in paragraph 3.2,C. B. The Contractor shall submit to the Engineer for review and acceptance a complete schedule of his proposed sequence of construction operations prior to commencing any work. This schedule shall include the Contractor's plans for doing the work. C. The Contractor must submit to the Engineer a written request to deviate from the above sequence, provided he can demonstrate to the Engineer that the continuity and degree of treatment will not be adversely affected. D. The Contractor shall include the cost of all temporary facilities required to maintain treatment during the construction period in his lump-sum bid price. The cost shall include the cost for all labor, tools, equipment and materials necessary. E. It shall be recognized that certain interruptions of, and disruptions to, the treatment processes and present plant operations will be required to complete the work of this Contract. Scheduled interruptions requiring interruption or bypassing of treatment process shall be kept to a minimum frequency and duration. Such interruptions shall be coordinated by the Contractor and the Owner using the Contractor’s proposed work schedule, but shall not affect the facilities ability to maintain treatment as described above. F. The Contractor shall notify the Owner a minimum of seven (7) days in advance of any work which may affect or disrupt the operation of the existing facilities and two (2) calendar weeks in advance of removing tanks from service. Once the interruption occurs the Contractor must maintain a workforce on-site to complete the work in the agreed upon time.
20146B 01010A-3 SUMMARY OF WORK
G. Any work by the Contractor which requires the mechanical or electrical isolation of an existing piece of equipment, process or system shall be coordinated with the Engineer. Any and all isolation of electrical or mechanical equipment or process shall be accomplished in strict accordance with applicable codes and standards and the stricter of the Contractor's or Owner’s lock-out/tag-out procedures. H. The Contractor shall have all materials and equipment on-site, and shall receive the Owner's approval, prior to initiating work which requires any part of the existing wastewater treatment plant to be off-line. I. Limited down-time of certain existing process units is specified in this specification. Should the Contractor fail to complete the Work within the down-time specified and should the Owner incur any actual costs directly or indirectly as a result thereof that would otherwise not have incurred had the Contractor successfully completed the Work within the specified down-time, the Contractor agrees to pay the Owner such actual incurred costs. Such costs may include, but not be limited to, Owner's actual costs of any additional maintenance and operations labor, material, equipment, and chemical costs, or any other related actual costs incurred in order for the Owner to keep the existing plant in normal operating condition. J. The Contractor shall allow in the Bid reasonable time to accommodate operations at the existing wastewater treatment plant, including the need for the Owner to respond to emergencies. The Contractor shall not be eligible for additional compensation due to interruptions of the Contractor's schedule, in order for the Owner to respond to routine conditions. K. The Contractor shall include the cost of all temporary facilities required to maintain treatment during the construction period in his lump-sum bid price. The cost shall include the cost for all labor, tools, equipment, materials and temporary systems, as necessary.
END OF SECTION
20146B
01045-1
SECTION 01045
CUTTING, CORING AND PATCHING
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included - This section establishes general requirements pertaining to cutting, excavating, coring, fitting, and patching of the Work required to: 1. Make alterations to existing structures. 2. Make the parts fit properly. 3. Replace work not conforming to requirements of the Contract Documents. 4. Contractor is responsible for all cutting, coring, and rough and finish patching. Contractor shall coordinate the work of any and all subcontracting trades performing the work. 5. Contractor is responsible for reviewing with the Owner and Engineer and receiving permission to proceed prior to cutting and coring and patching. B. Related Work Specified Elsewhere: 1. Pipe Sleeves and Seals are specified in Section 15092. C. Quality Assurance: 1. Perform all cutting, coring and patching in strict accordance with pertinent requirements of these Specifications, and in the event no such requirements are determined, in conformance with the Engineer's written direction. D. Submittals: 1. Provide a shop drawing submittal to include the following information: a. Identification of coring and cutting subcontractor including: Company name, business address contact information, or if by Contractor indicated as such. b. List of type of coring and cutting equipment proposed to be used with equipment cuts of the equipment. c. Schedule indicating the: location of the core or cut, size and any potential obstructions or embedded conduits and wiring. d. Key plan indicating the location of anticipated cores and cuts. 2. Request for the Engineer's consent: a. Prior to cutting which affects structural safety, submit written request to the Engineer for permission to proceed with cutting. b. Should conditions of the work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Engineer and secure his written permission prior to proceeding.
PART 2 - PRODUCTS
2.1 MATERIALS A. Materials for replacement of work shall be equal to those of adjacent construction and shall comply with the pertinent sections of these Specifications.
20146B 01045-2 CUTTING, CORING AND PATCHING
B. Concrete and grout for rough patching shall be as specified in Divisions 3 and 4.
PART 3 - EXECUTION
3.1 CONDITIONS A. Inspection: 1. Inspect existing conditions, including elements subject to movement or damage during cutting, excavating, coring, backfilling, and patching. 2. After uncovering the work, inspect conditions affecting installation of new work. B. Discrepancies: 1. If uncovered conditions are not as anticipated, immediately notify the Engineer and secure needed directions. 2. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved.
3.2 PREPARATION PRIOR TO CUTTING AND CORING A. Provide all required protection including, but not necessarily limited to, shoring, bracing and support to maintain structural integrity of the work. B. All cutting and coring shall be performed in such a manner as to limit the extent of patching. C. All holes cut through concrete and masonry walls or slabs shall be core drilled unless otherwise approved. No structural members shall be cut without approval of the Engineer and all such cutting shall be done in a manner directed by Engineer. No holes may be drilled in beams or other structural members without obtaining prior approval. All work shall be performed by mechanics skilled in this type of work. D. If holes are cored through floor slabs they shall be drilled from below. E. The Contractor shall determine from Owner’s information, logical deduction and field testing if there are embedded electrical conduits, wiring or piping in the coring locations and shall readjust locations if possible to avoid coring through them. If concealed embedded conduit and piping are damaged, or severed, the coring contractor shall immediately notify the Contractor, Owner and RPR to determine impact of the damage and develop and implement a plan to repair the damage and reactive the lines. F. If embedded concealed conduit, wiring or pipe is damaged or severed and all reasonable steps were taken by the Contractor to identify embedded items, and alternate routing was investigated, the repair work will be compensated by the Owner through a Change Order. If it was reasonable to expect an embedded item could have been present at the location, the Contractor shall repair at no additional cost to the Owner.
3.3 CORING A. Coring shall be performed with an approved non-impact rotary tool with diamond core drills. Size of holes shall be suitable for pipe, conduit, sleeves, equipment or mechanical seals to be installed.
20146B 01045-3 CUTTING, CORING AND PATCHING
B. All equipment shall conform to OSHA standards and specifications pertaining to plugs, noise and fume pollution, wiring and maintenance. C. Provide protection for existing equipment, utilities and critical areas against water or other damage caused by drilling operation. D. Slurry or tailings resulting from coring operations shall be vacuumed or otherwise removed from the area following drilling. Slurry or tailings shall not be allowed to enter floor drains. E. Work area (e.g., adjacent walls, floors, ceilings, pipes, conduits, etc.) shall be cleaned to remove splash residues from coring operation.
3.4 CUTTING A. Cutting shall be performed with a concrete wall saw and diamond saw blades of proper size. B. Provide for control of slurry generated by sawing operation on both sides of wall. C. When cutting a reinforced concrete wall, the cutting shall be done so as not to damage bond between the concrete and reinforcing steel left in structure. Cut shall be made so that steel neither protrudes nor is recessed from face of the cut. D. Adequate bracing of area to be cut shall be installed prior to start of cutting. Check area during sawing operations for partial cracking and provide additional bracing as required to prevent a partial release of cut area during sawing operations. E. Provide equipment of adequate size to remove cut panel. F. Slurry or tailings resulting from cutting operations shall be vacuumed or otherwise removed from the area following drilling. Slurry or tailings shall not be allowed to enter floor drains. G. Work area (e.g., adjacent walls, floors, ceilings, pipes, conduits, etc.) shall be cleaned to remove splash residues from cutting operation.
3.5 PERFORMANCE A. Perform all required excavating and backfilling as required under pertinent sections of these specifications. Perform cutting, coring and demolition by methods which will prevent damage to other portions of the work and will provide proper surfaces to receive installation of repair and/or new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerances and finishes. B. Coring or cutting which exposes cut surfaces of reinforcing steel or structural steel shall be coated. Coating shall be 10 mil (dry film thickness) applied in two 5 mil (dry film thickness) coats of a single component moisture cured coal tar urethane or two part coal tar epoxy corrosion barrier. Alternately the exposed steel can be cut back two inches from the surface and a non-shrink grout applied over the steel flush to the concrete core or cut surface. C. Rough patching shall be such as to bring the cut or cored area flush with existing construction unless otherwise shown. D. Finish patching shall match existing surfaces as approved.
END OF SECTION
20146B
01050-1
SECTION 01050
COORDINATION
PART 1 - GENERAL
1.1 DESCRIPTION A. Contractor is required to work in close proximity to Owner's existing facilities. The Contractor, under this Contract, will be responsible for coordinating construction activities with Owner to ensure that services, facilities, and safe working conditions are maintained. B. Other Construction Contractors will be interfacing with this Contract and working within the work area and in the vicinity of this Contract. The Contractor, under this contract, shall act as Construction Coordinator and shall coordinate construction activities with other Contractors working for Owner. C. Any damage to existing structures, equipment and property, accepted equipment or structures, and property or work in progress by others; as a result of the Contractor's or his subcontractor's operations shall be made good by the Contractor at no additional cost to the Owner.
1.2 COORDINATION WITH OTHERS A. Town of North Kingstown 1. Contractor shall coordinate access, egress, detours and traffic control, if required, at each site with the North Kingstown Police Department. The Contractor shall notify North Kingstown Police, Fire Department and Rescue Squad at least 24 hours in advance of any street closings or detours. 2. Contractor shall coordinate all work on Town property with the Water Department personnel. 3. The Contractor shall be responsible for coordinating and maintaining public services to all public and private properties. B. North Kingstown Water Department (NKWD) 1. Contractor shall be responsible for coordinating all work in the vicinity of water lines with the NKWD. Contractor shall bear all costs for the NKWD's inspection requirements, temporary facilities, water main adjustments and other requirements. C. National Grid (NGRID): 1. The Contractor shall be responsible for coordinating all work around NGRID facilities with NGRID and shall bear all costs of inspection requirements, temporary facilities relocation and other requirements. D. Verizon: 1. The Contractor shall be responsible for coordinating and providing telephone service to all construction sites, both temporary and permanent. The Contractor shall also be responsible for coordinating all work around Verizon facilities with Verizon and shall bear all costs of inspection requirements, temporary facilities relocation and all other requirements. E. The Contractor shall provide the Resident Project Representative and Chief Operator
20146B 01050-2 COORDINATION
a construction schedule indicating the times to perform the work required. The Contractor shall update the schedule when required and give the facility one week notice before the start of any work. The Contractor shall provide the facility personnel enough time to obtain materials and perform the work required of them. The Contractor shall daily communicate with the Resident Project Representative and Chief Operator concerning updating the schedule, job progress, delay or early starts that affect the treatment process, facility staffing, etc. F. Weekly coordination meetings shall be held between the Contractor, Owner’s Chief Operator/Superintendent and the Resident Project Representative. This meeting shall cover the following: 1. Work to be completed the following week 2. Project Schedule 3. Shop Drawing and O&M issues 4. Outstanding RFIs and Clarifications 5. Change Orders and Field Orders 6. Review of Record Drawing Information 7. Discussion/Resolution of any old issues 8. New issues discussion 9. Contractor’s Safety and Health Plan Updates G. The Contractor shall be responsible for explicitly notifying all equipment suppliers, electrical subcontractor, and the instrumentation supplier that they are required to coordinate their work with the instrumentation supplier by providing operating sequences, input/out specifications with wiring diagrams for all equipment, and that they shall review and comment on each other’s shop drawings to insure that all interfaces are compatible. H. Snow Removal Coordination: The Contractor shall be responsible for all snow removal activities in construction and laydown areas onsite. NKWD staff will be responsible for snow removal on the main access road around the facility. Contractor is to coordinate closely with NKWD staff to maintain access to all areas of the facility to facilitate normal operations.
1.3 CONTRACTOR'S USE OF PREMISES A. Contractor shall have use of the premises within the limits shown on the Drawings and as defined in the General Conditions for the performance of the Work. B. Contractor work hours will be limited to 7:00AM to 4:00PM, Monday through Friday. Any work outside these hours will require permission of the Owner and adequate notice. C. Contractor shall maintain access and utilities to the NKWD Well Station and all other adjacent facilities at all times. Whenever access is cut off in one direction, an alternative route for accessing all equipment and tankage must be maintained. D. Contractor shall coordinate delivery schedules, site access, and other construction- related activities with any other contractors that may be hired by the Owner during the course of construction. E. Contractor shall assume full responsibility for security of all of their, and their subcontractors, materials and equipment stored on the site. F. If directed by the Owner, Contractor shall move any stored items which interfere with
20146B 01050-3 COORDINATION
operations of Owner. G. Obtain and pay for use of additional storage or work areas if needed to perform the Work. H. Contractor shall not have access to Owners lunch room, toilet or locker room facilities at any time and shall provide all necessary facilities in accordance with Specification Section 01500.
END OF SECTION
20146B
01070-1
SECTION 01070
ABBREVIATIONS & SYMBOLS
PART 1 - GENERAL
1.1 DESCRIPTION A. Where any of the following abbreviations are used in these Specifications, they shall have the meaning set forth opposite each. AASHTO American Association of State Highway and Transportation Officials AC Alternating Current ACI American Concrete Institute ACP Asbestos Cement Pipe AGA American Gas Association AIC Ampere Interrupting Capacity AGMA American Gear Manufacturers Association AIEE(IEEE) American Institute of Electrical Engineers (Institute of Electrical and Electronics Engineers, Inc.) AISC American Institute of Steel Construction amp Ampere 125-16 Amer. Std. American Standard for Cast Iron Pipe Flanges and Flanged Fittings, Class l25 (ASA Bl6 ll960) ANSI American National Standards Institute API American Petroleum Institute ASA American Standards Association ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American or Brown and Sharpe Wire Gage AWWA American Water Works Association BOD Biochemical Oxygen Demand c.f. Cubic Foot c.f.m. Cubic Foot Per Minute c.f.s. Cubic Foot Per Second CI Cast Iron CIPRA Cast Iron Pipe Research Association CSI Construction Specifications Institute c.y. Cubic Yards DC Direct Current DEP Department of Environmental Protection DI Ductile Iron DOT Department of Transportation EDR Equivalent Directional Radiation
20146B 01070-2 ABBREVIATIONS & SYMBOLS
EPA U.S. Environmental Protection Agency fps Feet Per Second ft. Feet gal. Gallons gpd Gallons Per Day gpm Gallons Per Minute HP Horsepower IBR Institute of Boiler and Radiator Manufacturers in. Inches inter. Interlock ISA Instrument Society of America kva Kilovolt-ampere kw Kilowatt lb. Pound max. Maximum MCB Master Car Builders MGD Million Gallons Per Day Min. Minimum NBS National Bureau of Standards NEC National Electrical Code, Latest Edition NEMA National Electrical Manufacturers Association NEWWA New England Water Works Association NPT National Pipe Thread OS&Y Outside Screw and Yoke PCA Portland Cement Association ppm Parts Per Million % Percent psi Pounds Per Square Inch psig Pounds Per Square Inch Gage PVC Polyvinyl Chloride rpm Revolutions Per Minute RUS Rural Utility Service s.f. Square Foot STL. W.G. U.S. Steel Wire, Washburn and Moen, American Steel and Wire Cos., or Roebling Gage s.y. Square yard TDH Total Dynamic Head USAS Standards of the United States of America Standards Institute (formerly American Standards Association) USS GAGE United States Standard Gage VC Vitrified Clay WSP Working Steam Pressure Fed. Spec. Federal Specifications issued by the Federal Supply Service of the General Service Administration, Washington, D.C.
END OF SECTION
20146B 01150A-1
SECTION 01150A
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 DESCRIPTION For lump sum items, payment shall be made to the Contractor in accordance with an accepted Progress Schedule and Schedule of Values on the basis of actual work completed. For unit-price items, payment shall be based on the actual amount of work accepted and for the actual amount of materials in place, as shown by the final measurements. 1. All units of measurement shall be standard United States convention as applied to the specific items of work by tradition and as interpreted by the Engineer. 2. At the end of each day's work, the Contractor's Superintendent or other authorized representative of the Contractor shall meet with the Resident Project Representative and determine the quantities of unit price work accomplished and/or completed during the work day. 3. The Resident Project Representative will then prepare two "Daily Progress Reports" which shall be signed by both the Resident Project Representative and Contractor's Representative. 4. Once each month the Resident Project Representative will prepare two "Monthly Progress Summation" forms from the month's accumulation of "Daily Progress Reports" which shall also be signed by both the Resident Project Representative and Contractor's Representative. 5. These completed forms will provide the basis of the Engineer's monthly quantity estimate upon which payment will be made. Items not appearing on both the Daily Progress Reports and Monthly Progress Summation will not be included for payment. Items appearing on forms not properly signed by the Contractor will not be included for payment. 6. After the work is completed and before final payment is made there for, the Engineer will make final measurements to determine the quantities of various items of work accepted as the basis for final settlement.
1.2 SCOPE OF PAYMENT Payments to the Contractor will be made for the actual quantities of the Contract items performed and accepted in accordance with the Contract Documents. Upon completion of the construction, if these actual quantities show either an increase or decrease from the quantities given in the Bid Form, the Contract unit prices will still prevail. The Contractor shall accept compensation, as herein provided, in full payment for furnishing all materials, labor, tools, equipment, and incidentals necessary to the completed work and for performing all work contemplated and embraced by the Contract; also for all loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work and until its final acceptance by the Engineer, and
20146B 01150A-2 MEASUREMENT AND PAYMENT
for all risks of every description connected with the prosecution of the work, except as provided herein, also for all expenses incurred in consequence of the suspension of the work as herein authorized. The payment of any partial estimate or of any retained percentage except by and under the approved final invoice, in no way shall affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damage due to such defects.
1.3 PAYMENT FOR INCREASED OR DECREASED QUANTITIES When alterations in the quantities of work not requiring supplemental agreements, as hereinbefore provided for, are ordered and performed, the Contractor shall accept payment in full at the Contract price for the actual quantities of work done. No allowance will be made for anticipated profits. Increased or decreased work involving supplemental agreements will be paid for as stipulated in such agreements.
1.4 OMITTED ITEMS Should any items contained in the bid form be found unnecessary for the proper completion of the work contracted, the Engineer may eliminate such items from the Contract, and such action shall in no way invalidate the Contract, and no allowance will be made for items so eliminated in making final payment to the Contractor.
1.5 PARTIAL PAYMENTS Partial payments shall be made monthly as the work progresses. Partial payment shall be made subject to the provisions of the Supplemental and General Conditions. Technical Specifications may include Special Payment Provisions which provide additional restrictions on partial payments.
1.6 PAYMENT FOR MATERIAL DELIVERED When requested by the Contractor and at the discretion of the Owner, payment may be made for all or part of the value of acceptable, non-perishable materials and equipment which are to be incorporated into bid items, have not been used, and have been delivered to the construction site or placed in storage places acceptable to the Owner. Payment shall be subject to the provisions of the General and Supplementary Conditions. No payment shall be made upon fuels, supplies, lumber, false work, or other materials, or on temporary structures or other work of any kind which are not a permanent part of the Contract.
1.7 FINAL PAYMENT The Engineer will make, as soon as practicable after the entire completion of the project, a final quantity invoice of the amount of the Work performed and the value of such Work. Owner shall make final payments of the sum found due less retainages subject to the provisions of the General and Supplementary Conditions.
1.8 INCIDENTAL WORK Incidental work items for which separate payment is not made include (but are not limited to) the following items:
20146B 01150A-3 MEASUREMENT AND PAYMENT
1. Dust control 2. Clean-up 3. Erosion control 4. Loam, seeding, grading, liming, fertilization, mulching and watering 5. Restoration of property, and replacement of fences, curbs, structures, sign posts, guard rails, rock wall, mail boxes, traffic loop detectors and other minor items disturbed by the construction activities 6. Project record documents 7. Materials testing 8. Construction schedules, bonds, insurance, shop drawings, warranties, guarantees, certifications, and other submittals required by the Contract Documents 9. Temporary utility services to buildings as required to maintain service during construction 10. Quality assurance testing 11. Temporary construction and other facilities not to be permanently incorporated into the Work necessary for construction sequencing and maintenance of operations 12. Weather protection 13. Permits not otherwise paid for or provided by the Owner 14. Visits to the Project site or elsewhere by personnel or agents of the Contractor, including manufacturer's representatives, as may be required 15. On-site and other facilities acceptable to Engineer for the storage of materials, supplies and equipment to be incorporated into the Work 16. Mobilization/demobilization 17. Preconstruction photos and videos 18. Construction administration and insurance
1.9 DESCRIPTION OF PAY ITEMS The following sections describe the measurement of and payment for the work to be done under the respective items listed in the Bid Form. Each unit or lump sum price stated in the Bid Form shall constitute full compensation, as herein specified, for each item of the work completed.
(1) Mobilization & Demobilization
Mobilization and demobilization shall be paid for at the Lump Sum unit price as stated in the Bid Schedule. The amount for this item shall not exceed 5% of the subtotal of the remaining Bid Items. The lump sum contract price shall be full compensation for all labor, materials, tools and equipment necessary to complete this work including but not limited to: preparing site for construction, marking public and private utilities, mobilization of equipment, submittal and acceptance of preconstruction photographs and videos, and all incidental work associated with mobilization and demobilization. Payment amount shall be full compensation for mobilization and demobilization costs. 80 percent of the lump sum shall be paid following mobilization of equipment and the submittal and acceptance of the Pre-Construction Photographs. 20 percent of the lump sum shall be paid following site demobilization and cleanup.
20146B 01150A-4 MEASUREMENT AND PAYMENT
(2) Complete Rehabilitation and Improvements to Well Station No. 1
Payment of the lump sum price for Item 2 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 1, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(3) Complete Rehabilitation and Improvements to Well Station No. 2
Payment of the lump sum price for Item 3 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 2, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(4) Complete Rehabilitation and Improvements to Well Station No. 3 Payment of the lump sum price for Item 4 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 3, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(5) Complete Rehabilitation and Improvements to Well Station No. 4 Payment of the lump sum price for Item 5 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 4, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(6) Complete Rehabilitation and Improvements to Well Station No. 5 Payment of the lump sum price for Item 6 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 5, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(7) Complete Rehabilitation and Improvements to Well Station No. 6 Payment of the lump sum price for Item 7 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 6, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(8) Complete Rehabilitation and Improvements to Well Station No. 9 Payment of the lump sum price for Item 8 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 9, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
20146B 01150A-5 MEASUREMENT AND PAYMENT
(9) Complete Rehabilitation and Improvements to Well Station No. 10 Payment of the lump sum price for Item 9 shall be full compensation for furnishing all labor, materials, tools and equipment required and for rehabilitation and improvements to Well Station No. 10, complete as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(10) Painting of Maintenance Garage Exterior Payment of the lump sum price for Item 10 shall be full compensation for furnishing all labor, materials, tools and equipment required and for the painting of the exterior of the Water Department Maintenance Garage as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items.
(11) Sampling and Testing of Asbestos Containing Roofing Material Payment of the per item price for Item 11 shall be full compensation for furnishing all labor, materials, tools and equipment required and for the collection, testing, and reporting of asbestos materials in the roofing of Well Stations 2, 3, 6, and 9 as indicated on the Drawings and as specified and all its' appurtenances in its entirety, except that work included for payment under other items. Reporting shall include a report of positive findings to the Rhode Island Department of Health.
(12) Allowance for Removal and Disposal of Asbestos Containing Roofing Materials The allowance for Bid Item No. 12 is a Contract allowance for furnishing all labor, materials, tools and equipment required for the removal and disposal of asbestos containing roofing materials identified as a result of the sampling, testing and reports described in Item 11. The quantities paid for under this allowance must be measured and authorized in writing by the Engineer. The allowance for this item established in the Bid is an estimated figure to facilitate the comparison of bids. The amount to be paid under this item is the actual cost to the Contractor. Repairs made for the convenience of the Contractor or due to Contractor negligence shall not be paid under this item. All other costs associated with this item including insurance and other incidental expenses are included under Bid Item 1.
(13) Allowance for Miscellaneous Repairs as a Result of Unforeseen Site Conditions The allowance for Bid Item No. 13 is a Contract allowance for furnishing all labor, materials, tools and equipment required for the miscellaneous repairs as a result of unforeseen site conditions not included within the contract documents. The quantities paid for under this allowance must be measured and authorized in writing by the Engineer. The allowance for this item established in the Bid is an estimated figure to facilitate the comparison of bids. The amount to be paid under this item is the actual cost to the Contractor. Repairs made for the convenience of the Contractor or due to Contractor negligence shall not be paid under this item. All other costs associated with this item including insurance and other incidental expenses are included under Bid Item 1.
END OF SECTION
20146B 01200-1
SECTION 01200
PROJECT MEETINGS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: To enable orderly review during progress of the work, and to provide for systematic discussion of problems, the Engineer will conduct project meetings throughout the construction period. B. Related work described elsewhere: The Contractor's relations with his subcontractors and materials suppliers and discussions relative thereto, are the Contractor's responsibility and are not part of project meetings content.
1.2 QUALITY ASSURANCE A. Persons designated by the Contractor to attend and participate in the project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the project meetings.
1.3 SUBMITTALS A. Agenda items: To the maximum extent practicable, advise the Engineer at least 24 hours in advance of project meetings regarding all items to be added to the agenda. B. Minutes: The Engineer will compile minutes of each project meeting and will furnish a copy to the Contractor. The Contractor may make and distribute such other copies as he wishes.
PART 2 - PRODUCTS (No products are required in this Section.)
PART 3 - EXECUTION
3.1 MEETING SCHEDULE A. Except as noted below for Preconstruction Meeting, project meetings will be held monthly. Coordinate as necessary to establish mutually acceptable schedule for meetings.
3.2 MEETING LOCATION A. Meetings will be held at the job site, unless the Owner and/or Engineer determine that virtual meetings are applicable and appropriate for any reason (e.g., COVID, Safety and Health Plan, etc.). 1. If meetings are required by Owner/Engineer to be held virtually, Engineer will host the meetings via Microsoft Teams. All required meeting attendees are responsible for providing hardware necessary to view, share, be heard and hear content of the meeting.
20146B 01200-2 PROJECT MEETINGS
3.3 PRECONSTRUCTION MEETING A. Preconstruction meeting will be scheduled within twenty days after the Effective Date of the Agreement, but before the Contractor starts work at the site. Provide attendance by authorized representatives of the Contractor and all major subcontractors. The Engineer will advise other interested parties and request their attendance. B. Minimum agenda: Distribute data on, and discuss: 1. Identification of key project personnel for Owner, Engineer, Contractor, funding/regulatory Agencies. 2. Responsibilities of Owner, Engineer, Resident Project Representative, Contractor. 3. Channels and procedures for communications. 4. Construction schedule, including sequence of critical work. 5. Easements, permits. 6. Contract Documents, including distribution of required copies of original documents and revisions. 7. Processing of Shop Drawings and other data submitted to the Engineer for review. 8. Processing of field decisions and Change Orders. 9. Rules and regulations governing performance of the Work, including funding/regulatory Agency requirements. 10. Procedures for safety and first aid, security, quality control, housekeeping, and other related matters.
3.4 PROJECT MEETINGS A. Attendance: To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout progress of the Work. The Superintendent shall attend. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the Work are involved. B. Minimum agenda: 1. Review, revise as necessary, and approved minutes of previous meeting. 2. Review progress of the Work since last meeting, including status of submittals for approval. 3. Review schedule of work to be accomplished prior to next meeting. 4. Discuss monthly partial payment request. 5. Review status of change order requests and Work Directive Changes. 6. Identify problems which impede planned progress. 7. Develop corrective measures and procedures to regain planned schedule. 8. Complete other current business.
END OF SECTION
20146B 01310-1
SECTION 01310
CONSTRUCTION SCHEDULES – SHORT FORM
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: Within ten (10) days after the effective date of the Agreement between Owner and Contractor submit to the Engineer an estimated progress schedule as specified herein. B. Form of Schedules: 1. Narrative: Completely describe the construction methods to be employed. 2. Network Analysis System: a. Provide a separate horizontal schedule line for each trade or operation and show concurrent and preceding activities. b. Present in chronological order the beginning of each trade or operation showing duration and float time. c. Scale: Identify key dates and allow space for updating and revision. 3. Mathematical Analysis: a. A mathematical analysis shall accompany the network diagram. A computer printout will be acceptable. b. Information shall be included on activity numbers, duration, early start, late start, etc. and float times. C. Content of Schedules: 1. Provide complete sequence of construction by activity: a. Shop Drawings, Project Data and Samples: i. Submittal dates. ii. Dates reviewed copies will be required. b. Decision dates for: i. Products specified by allowances. ii. Selection of finishes. c. Estimated product procurement and delivery dates. d. Dates for beginning and completion of each element of construction. 2. Identify work of separate phases and logically grouped activities. 3. Show the projected percentage of completion for each item of work as of the first day of each month. 4. Provide separate sub-schedules, if requested by the Engineer, showing submittals, review times, procurement schedules, and delivery dates. 5. Schedule sheets shall be printed in color on 24”x36” paper, unless a smaller size paper is allowed by the Engineer. D. Updating: 1. Show all changes occurring since previous submission. 2. Indicate progress of each activity, show completion dates. 3. Include: a. Major changes in scope. b. Activities modified since previous updating.
20146B 01310-2 CONSTRUCTION SCHEDULES – SHORT FORM
c. Revised projections due to changes. d. Other identifiable changes. 4. Provide narrative report, including: a. Discussion of problem areas, including current and anticipated delay factors. b. Corrective action taken, or proposed. c. Description of revisions that may affect schedules.
1.2 SUBMITTALS A. Submit updated schedules with each progress payment request. B. Submit 4 copies of initial and updated schedules to the Engineer.
END OF SECTION
20146B 01320-1
SECTION 01320
SAFETY AND HEALTH PLAN
GENERAL
DESCRIPTION Work Included: The Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work, as outlined herein and in the General and Special Conditions of the Contract Documents. Within 10 days after the effective date of the Agreement between Owner and Contractor, submit to the Engineer a Safety and Health Plan as specified herein. Refer to submittals section below. Contractor shall comply with all applicable Laws and Regulations related to the safety of persons or property, or for the protection of persons or property from damage, injury, illness, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall designate a qualified and experienced safety representative (OSHA defined "Competent Person") at the site whose duties and responsibilities shall be the prevention of accidents and maintaining and supervising of safety precautions and programs, including a "Job Hazards Analysis". The Contractor shall be solely responsible to provide all labor, equipment, and utilities sufficient to ensure no construction noise, particulates, or odors, are allowed to accumulate to levels which adversely affect health or work in, or near the construction area. Content of Safety and Health Plan: Prepare complete safety and health plan in accordance with the requirements of CFR Title 29 Part 1926 - Safety and Health Regulations for Construction. Provide documentation that Contractor's hazardous communication program is up to date. Provide documentation that Contractor's safety training is up to date. Prepare a project specific Safety and Health Plan addressing construction safety and protection, including but not limited to excavations, fall protection and egress, as well as provisions for construction in hazardous environmental conditions at the wastewater treatment facility. The hazardous environmental conditions at the wastewater treatment facility include, but are not limited to, confined space entry, electrically-classified spaces, chemical storage and handling areas, biological hazards, to name a few. Safety provisions for confined space entry shall follow the requirements of CFR Title 29 Part 1926, Subpart AA – Confined Spaces in Construction and will be incorporated into the Safety and Health Plan. The Owner has provided Table 1 at the end of this section listing chemical storage and handling spaces where the Contractor may be required to carry out
20146B 01320-2 SAFETY AND HEALTH PLAN
work tasks. The Contractor is required to perform a site evaluation to identify all hazards and potential hazards in work areas whether included in Table 1 or not, prior to control of site. Contractor shall ensure that all employees and subcontractors working in these areas have received appropriate training and are properly equipped in accordance with Contractor's Safety and Health Plan. Updating: Contractor shall be responsible for updating the Safety and Health Plan as appropriate throughout the course of the construction period.
SUBMITTALS Submit the Contractor's site-specific Safety and Health Plan to the Engineer, in accordance with Section 01340. Submit hardcopy submittals, if required. Submit updated Safety and Health Plans as necessary during the course of the project. The Safety and Health Plan is provided “for information only” to inform the Owner, Engineer and Resident Project Representative of the project specific safety program requirements; however, if the Safety and Health Plan incomplete (e.g., missing elements relevant to the project work), inadequate (e.g., outdated qualifications) or not project-specific, it will be returned “revise and resubmit”. Delays related to an incomplete Safety and Health Plan are the responsibility of the Contractor. The Contractor will overview the plan with the Owner (and staff), Engineer (and Resident Project Representative) prior to work beginning at the project site, and subsequently when/if the safety plan is updated. Contractor's most current Safety and Health Plan shall be available at the construction site throughout the construction project.
ON-SITE COORDINATION MEETINGS Contractor shall review key aspects of Safety and Health Plan at the Pre-Construction Meeting, and subsequent on-site safety informational meeting. Contractor shall report to Engineer and Owner at each progress meeting concerning compliance with the Safety and Health Plan for the most recent construction period and new considerations and requirements for the upcoming period. Contractor shall hold weekly on-site coordination meetings with Resident Project Representative and Owner to ensure that Owner's staff is aware of key Safety and Health Plan requirements of the current phase of construction.
OWNER’S CONFINED SPACE ENTRY PROGRAM INFORMATION A copy of the Owner’s Confined Space Entry Program is available for viewing at the facility and is not included herein.
SITE-SPECIFIC INFORMATION Refer to Tables 1 below for site specific information, excluding items such as manholes, handholes, etc.
20146B 01320-3 SAFETY AND HEALTH PLAN
TABLE 1 WELL STATIONS NO. 1 TRHOUGH 10 CHEMICAL HAZARDS LISTING
Location Chemical Hazard Sodium Hypochlorite, Sodium Hydroxide, Well Station No. 1 Through 10 Seaquest (Blended Polyphosphate)
Note: This list has been provided by the Owner based upon their knowledge of the site and may not include all site hazards. Its intent is to aid the Contractor in determining the magnitude of effort needed to fulfill the safety and health requirements of this Contract.
END OF SECTION
20146B
01340-1 SECTION 01340
SUBMITTALS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: 1. Submit all shop drawings, operations and maintenance manuals, Manufacturers' certificates, project data, and samples required by the Specifications. B. Related Work Specified Elsewhere: 1. Construction Schedules: Section 01310 2. Project Record Documents: Section 01720 3. General Conditions: Section 00700. C. Submittals: This project shall utilize: 1. Submittals – Electronic via Email/FTP with Hard Copy for Record a. The Contractor shall submit to the Engineer an electronic submittal of shop drawings and O&M Manuals in portable document format (PDF) transmitted via email or file transfer protocol (FTP). The Engineer shall return an electronic PDF of the submittal review comments to the Contractor for distribution to subcontractors, suppliers and manufacturers. The electronic submittals shall serve as the electronic record of the project. b. In addition, completed shop drawings and completed operations and maintenance (O&M) manuals shall be provided in hard copy (paper) format, for the record, in accordance with the following requirements. i. Shop drawings and O&M manuals shall be considered “completed” once an action code of “0” or “1” has been attained, as specified below, unless otherwise directed by the Engineer. ii. Once completed, the Contractor shall provide three hard copy sets (for Owner, Engineer and Resident Project Representative, respectively). iii. Hard copy submittals shall be updated on a monthly basis, for those submittals completed during the preceding month.
1.2 SHOP DRAWINGS A. Shop Drawings are required for each and every element of the work. B. Shop Drawings are generally defined as all fabrication and erection drawings, diagrams, brochures, schedules, bills of material, manufacturers data, spare parts lists, and other data prepared by the Contractor, his subcontractors, suppliers, or manufacturers which illustrate the manufacturer, fabrication, construction, and installation of the work, or a portion thereof. C. The Contractor shall provide a completed Contractor Submittal Certification Form (copy provided for Contractor's use at the end of this Specification Section) which shall be attached to every copy of every shop drawing and signed by the Contractor and Manufacturer (where applicable). Shop Drawings shall show the principal dimensions, weight, structural and operating features, space required, clearances, type and/or brand of finish or shop coat, grease fittings, etc., depending on the subject of the drawing. When it is customary to do so, when the dimensions are of particular importance, or when so specified, the drawings shall be certified by the manufacturer or fabricator as correct for the work. 20146B 01340-2 SUBMITTALS
1. Each shop drawing submittal shall include a complete copy of the relevant specification section markup up to reflect “compliance” or “deviation” on an item-by-item basis. D. Shop Drawings shall be submitted as a complete package by specification section, unless otherwise reviewed and approved by the Engineer. It is the intent that all information, materials and samples associated with each specification section be included as a single submittal for the Engineer's review. Any deviation from this requirement, shall be requested in writing with an anticipated shop drawing breakdown/schedule prior to any associated submittal. An exception to this requirement are shop drawings for reinforcing steel, miscellaneous metals and structural steel, which shall be submitted separately for each structure unless otherwise permitted by the Engineer. E. The Contractor shall be responsible for the prompt and timely submittal of all shop and working drawings so that there shall be no delay to the work due to the absence of such drawings. F. No material or equipment shall be purchased or fabricated especially for the Contract until the required shop and working drawings have been submitted as hereinabove provided and reviewed for conformance to the Contract requirements. All such materials and equipment and the work involved in their installation or incorporation into the Work shall then be as shown in and represented by said drawings. G. Until the necessary review has been made, the Contractor shall not proceed with any portion of the work (such as the construction of foundations), the design or details of which are dependent upon the design or details of work, materials, equipment or other features for which review is required. H. All shop and working drawings shall be submitted to the Engineer by and/or through the Contractor, who shall be responsible for obtaining shop and working drawings from his subcontractors and returning reviewed drawings to them. Shop drawings shall be formatted to standard paper sizes to enable the Owner to maintain a permanent record of the submissions. Approved standard sizes shall be: (a) 24 inches by 36 inches; (b) 11 inches by 17 inches, and (c) 11 inches by 8-1/2 inches. Provision shall be made in preparing the shop drawings to provide a binding margin on the left hand side of the sheet. Shop drawings submitted other than as specified herein may be returned for resubmittal without being reviewed. I. Only drawings which have been checked and corrected by the fabricator should be submitted to the Contractor by his subcontractors and vendors. Prior to submitting drawings to the Engineer, the Contractor shall check thoroughly all such drawings to satisfy himself that the subject matter thereof conforms to the Drawings and Specifications in all respects. All drawings which are correct shall be marked with the date, checker's name, and indication of the Contractor's approval, and then shall be submitted to the Engineer. J. If a shop drawing shows any deviation from the Contract requirements, the Contractor shall make specific mention of the deviations in the transmittal. Shop Drawings that contain significant deviations that are not brought to the attention of the Engineer may be subject to rejection. K. Should the Contractor submit equipment that requires modifications to the structures, piping, electrical conduit, wires and appurtenances, layout, etc., detailed on the Drawings, he shall also submit details of the proposed modifications. If such
20146B 01340-3 SUBMITTALS
equipment and modifications are accepted, the Contractor, at no additional cost to the Owner, shall do all work necessary to make such modifications. L. A maximum of two submissions of each Shop Drawing will be reviewed, checked, and commented upon without charge to the Contractor. Any additional submissions which are ordered by the Engineer to fulfill the stipulations of the Drawings and Specifications, and which are required by virtue of the Contractor's neglect or failure to comply with the requirements of the Drawings and Specifications, or to make those modifications and/or corrections ordered by the Engineer in the review of the first two submissions of each Shop Drawing, will be reviewed and checked as deemed necessary by the Engineer, and the cost of such review and checking, as determined by the Owner, and based upon Engineer's documentation of time and rates established for additional services in the Owner-Engineer Agreement for this Project, may be deducted from the Contractor to make all modifications and/or corrections as may be required by the Engineer in an accurate, complete, and timely fashion. Resubmittals for the sole purpose of providing written responses to review comments will not be considered a resubmittal counting towards the two submission limit. M. Shop Drawings that include drawings or other material that is illegible or too small may be returned without review.
1.3 SAMPLES A. The Contractor shall submit samples when requested by the Engineer to establish conformance with the specifications, and as necessary to define color selections available. Submittals of “samples” shall be documented through the electronic submittal process by including a photograph of the item(s) and indicating the date the sample was mailed and/or delivered.
1.4 OPERATION AND MAINTENANCE MANUALS A. Operation and Maintenance (O&M) Manuals are required for certain elements of the project, as specified herein. B. The Contractor shall provide a completed Operation and Maintenance Manual Certification Form (copy provided for Contractor's use at the end of this Specification Section) which shall be attached to every copy of every Manual and signed by the Contractor and Manufacturer. C. Each hard copy of an O&M Manual shall be provided in a stand-alone binder or shall be suitable for insertion into a 3-ring binder. Include the General Contractor's and Manufacturer's representative's contact information on the front cover. O&M manuals must be appropriate for the project and customized for the project. If a Manufacturer's standard O&M manual is included in the submittal, all non-applicable content must be removed or crossed out. D. O&M Manuals shall contain the following operational information: 1. Safety Precautions: List personnel hazards, equipment or product safety precautions for all operating conditions. 2. Operator Prestart: Include all procedures required to set up and prepare each system, equipment or component for use. 3. Startup Procedures: Provide a narrative description for all startup operating procedures, include all control sequences. 4. Shutdown Procedures: Provide a narrative description for all shutdown operating procedures, include all control sequences. 20146B 01340-4 SUBMITTALS
5. Post-Shutdown Procedures: Provide a narrative description for all post- shutdown operating procedures, include all control sequences. 6. Normal Operating Procedures: Provide a narrative description of normal operating procedures. Include control diagrams with data to explain operation and control of systems and specific equipment. 7. Emergency Operations: Include emergency procedures for equipment malfunctions to permit a short period of continued operation or to shut down the equipment to prevent further damage to systems and equipment. Include emergency shutdown instructions for fire, explosion, spills, or other foreseeable contingencies. Provide guidance on emergency operations of all utility systems including valve locations and portions of systems controlled. 8. Operator Service Requirements: Include instructions for services to be performed by the operator such as lubrication, adjustment, inspection, alignment, spare parts installation and gage reading or recording. 9. Environmental Conditions: Include a list of environmental conditions (temperature, humidity, and other relevant data) which are best suited for each product or piece of equipment and describe conditions under which the equipment should not be allowed to run. E. O&M Manuals shall contain the following maintenance information: 1. Lubrication Data: Include a table showing recommended lubricants for specific temperature ranges and applications. Also, include charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, capacities and a lubrication schedule showing service interval frequency 2. Preventative Maintenance Plan: Include the manufacturer's schedule for routine preventive maintenance, inspections, tests and adjustments required to ensure proper and economical operation as well as to ensure minimization of corrective maintenance and repair. Provide the manufacturer's projection of preventive maintenance work-hours on a daily, weekly, monthly, and annual basis including craft requirements by type of craft. For periodic calibrations, provide the manufacturer's specified frequency and procedures for each separate operation. 3. Troubleshooting Guides: Include recommendations on procedures and instructions for correcting problems and making repairs. Provide step-by-step procedures to promptly isolate the cause of typical malfunctions. Describe clearly why the checkout is performed and what conditions are to be sought. Identify tests or inspections and test equipment required to determine whether parts and equipment may be reused or require replacement. 4. Wiring and Control Diagrams: Provide Wiring diagrams and control diagrams. All diagrams shall be point-to-point drawings of wiring and control circuits including factory-field interfaces. Provide a complete and accurate depiction of the actual job specific wiring and control work. On diagrams, number electrical and electronic wiring and pneumatic control tubing and the terminals for each type, identically to the actual installation numbering. 5. Maintenance and Repair Procedures: Include instructions and list the tools required to restore products and/or equipment to proper conditions or operating standards.
20146B 01340-5 SUBMITTALS
6. Removal and Replacement Instructions: Include step-by-step procedures, list required tools/supplies for removal, replacement, disassembly, and assembly of components, assemblies, subassemblies, accessories, and attachments. Provide tolerances, dimensions, settings and adjustments required. Instructions shall include a combination of text and illustrations. 7. Spare Parts and Supply Lists: Include lists of spare parts and supplies required for maintenance and repair to ensure continued service or operation without unreasonable delays. Special consideration shall be required for facilities at remote locations. List spare parts and supplies that have a long lead times to obtain. 8. Corrective Maintenance Work Hours: Include the manufacturer's projection of corrective maintenance work-hours including craft requirements by type of craft. Corrective maintenance that requires participation of the equipment manufacturer shall be identified and tabulated separately. F. O&M Manuals shall contain the following additional information: 1. Parts Identification: Provide identification and coverage for all parts of each component, assembly, subassembly, and accessory of the end items subject to replacement. Include special hardware requirements, such as requirements to use high-strength bolts and nuts. Identify parts by make, model, serial number, and source of supply to allow reordering without further identification. Provide clear and legible illustrations, drawings, and exploded views to enable easy identification of the items. a. When illustrations omit a part number and description, both the illustration and a separate listing shall show the index, reference, or key number which shall cross-reference the illustrated part to the listed part. Parts shown in the listings shall be grouped by components, assemblies, and subassemblies. Parts data may cover more than one model or series of equipment, components, assemblies, subassemblies, attachments, or accessories, such as a master parts catalog, in accordance with the manufacturer's standard commercial practice. 2. Warranty Information: List and explain the various warranties and include the servicing and technical precautions prescribed by the manufacturers or contract documents to keep warranties in force. Include warranty information for all primary components included in product systems. 3. Personnel Training Requirements: Provide information available from the manufacturers to use in training designated personnel to operate and maintain the equipment and systems properly. 4. Testing and Special Tools: Include information on test equipment required to perform specified tests and on special tools needed for the operation, maintenance, and repair of components. 5. Contractor Information: Provide a list that includes the name, address, and telephone number of the General Contractor and each subcontractor installing the respective product or equipment. Include local representatives and service organizations most convenient to the project site. Provide the name, address, and telephone number of the product or equipment manufacturers.
20146B 01340-6 SUBMITTALS
6. Written confirmation from the manufacturer that the Contractor has coordinated the equipment One Year Service Call in accordance with specification Section 01800, par. 1.1, A, 2.
1.5 MANUFACTURER'S CERTIFICATES A. Prior to accepting the installation, the Contractor shall submit manufacturer's certificates for each item specified. B. Such manufacturer's certificates shall state that the equipment has been installed under either the continuous or periodic supervision of the manufacturer's authorized representative, that it has been adjusted and initially operated in the presence of the manufacturer's authorized representative, and that it is operating in accordance with the specified requirements, to the manufacturer's satisfaction. All costs for meeting this requirement shall be included in the Contractor's bid price.
1.6 SUBMISSION REQUIREMENTS A. Accompany submittals with a transmittal cover sheet, containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. The sequential shop drawing number for each shop drawing, project data and sample submitted shall be: a. Specification Section number followed by a dash and then a sequential number beginning with 01 (e.g., 16000-01). b. Under limited situations when additional different pieces of equipment are submitted under the same specification section, those submittals shall be numbered sequentially (e.g. 05500-01, 05500-02, 05500-03, etc.). c. Resubmittals shall include an alphabetic suffix after the corresponding sequential number (e.g., 16000-01A). d. O&M submittals shall be numbered with the Specification Section number followed by a dash, the letters “OM”, another dash, and then a sequential number beginning with 01 (e.g. 16000-OM-01). Resubmittals of O&Ms shall include an alphabetic suffix after the corresponding sequential number (e.g. 16000-OM-01A). 5. Notification of deviations from Contract Documents. 6. Other pertinent data. B. A completed Contractor Submittal Certification Form shall be attached to each hardcopy and electronic PDF of each shop drawing and must include: 1. Project name 2. Specification Section and sequential number with alphabet suffix for resubmittal 3. Description 4. Identification of deviations from Contract Documents. 5. Contractor's stamp, initialed or signed, certifying review of the submittal, verification of field measurements and compliance with Contract Documents. 6. Where specified or when requested by the Engineer, manufacturer's certification that equipment, accessories and shop painting meet or exceed the Specification requirements. 7. Where specified, manufacturer's guarantee. 20146B 01340-7 SUBMITTALS
C. Additional Requirements for Electronic Submittals: 1. Each individual shop drawing or O&M submittal shall be contained in one PDF. 2. The first page of the PDF shall be the Contractor Submittal Certification Form as described above. 3. The electronic PDF shall be exactly as submitted in the hardcopy. 4. The electronic PDF shall include an electronic table of contents that is bookmarked for each section of the submittal. 5. The electronic PDF shall be configured such that is fully searchable. 6. PDF versions of 24x36 drawings shall be converted to 24 x 36 PDFs so as not to lose the clarity of the original drawing. 7. Electronic PDF submittals that are not submitted in accordance with the requirements stated above will not be reviewed by the Engineer. 8. Electronic submittals shall be transmitted via the protocol established in Part 1 above.
1.7 RESUBMISSION REQUIREMENTS A. Revise initial submittals as required and resubmit as specified for initial submittal. B. Indicate on submittals any changes which have been made other than those required by Engineer. All renumbering of shop drawings, relabeling of individual pieces or assemblies or relocating of pieces or assemblies to other Drawings within the submittal shall be clearly brought to the attention of the Engineer. If relabeling of individual pieces or assemblies has taken place, the labels from the previous submittal shall be indicated to assist in comparing the original and resubmitted shop drawing. C. All resubmittals shall include a summary of the previous submittal review comments with the vendors’ written response as to how the previous comments were addressed.
1.8 ENGINEER'S REVIEW A. The review of shop and working drawings hereunder will be general only, and nothing contained in this specification shall relieve, diminish or alter in any respect the responsibilities of the Contractor under the Contract Documents and in particular, the specific responsibility of the Contractor for details of design and dimensions necessary for proper fitting and construction of the work as required by the Contract and for achieving the result and performance specified thereunder. B. The Engineer's review comments will be summarized on a Submittal Review Form, which includes an action code. A description of each action code is provided below. 1. No Exceptions Taken (Status 0 on shop drawing log). The shop drawing complies with the Contract Document requirements. No changes or further information are required. Where appropriate, the submittal review form will be used to alert the Contractor, Owner and Field personnel of remaining items within that specification section that still needs to be submitted. 2. Make Corrections Indicated (Status 1 on shop drawing log). The shop drawing complies with the Contract Document requirements except for minor changes, as indicated. Engineer requires that all comments will be addressed by the Contractor, unless otherwise notified in writing prior to execution of the relevant work. 3. Conditional to Remarks (Status 2 on shop drawing log). The shop drawing potentially complies with the Contract Document requirements, contingent upon satisfactory resolution of review comments. Remarks will explicitly list 20146B 01340-8 SUBMITTALS
what information needs to be resubmitted. Resubmittal from the Contractor should include a cover letter or summary which indicates how each review comment has been addressed. This action code will not be used, or will be sparingly used, for electronic submittals. 4. Revise and Resubmit (Status 3 on shop drawing log). The shop drawing does not comply with the Contract Document requirement as submitted but may with changes indicated and/or submission of additional information. The entire package must be resubmitted with the necessary information and a cover letter which indicates how each review comment has been addressed and where to find the information in the resubmittal. 5. Rejected (Status 4 on shop drawing log). The shop drawing does not comply with the Contract Document requirements, for the reasons indicated in the remarks, and is unacceptable. 6. For Information Only (Status 5 on shop drawing log). The shop drawing review was for information only. 7. In Review (Status 6 on shop drawing log). The shop drawing is currently under review.
20146B 01340-1
CONTRACTOR SUBMITTAL CERTIFICATION FORM
PROJECT: ______CONTRACTOR'S PROJ. NO:
CONTRACTOR: ______ENGINEER'S PROJ. NO:
ENGINEER:
- SHOP DRAWING SPECIFICATION SECTION SEQUENTIAL NUMBER NUMBER: OR DRAWING NO: (& ALPHA SUFFIX FOR RESUBMITTAL)
DESCRIPTION:
MANUFACTURER:
The above referenced submittal has been reviewed by the undersigned and I/we certify that the material and/or equipment meets or exceeds the project specification requirements with
NO DEVIATIONS or A COMPLETE LIST OF DEVIATIONS AS FOLLOWSa: ______
By:______By:______Contractorb Manufacturerc
Date: ______Date: ______a Any deviations not brought to the attention of the Engineer for review and concurrence shall be the responsibility of the Contractor to correct, if so directed. b Required on all submittals c When required by specifications Page ___ of ___
General Contractor's Stamp
20146B 01340-10 SUBMITTALS
OPERATIONS AND MAINTENANCE MANUAL CERTIFICATION FORM
PROJECT: ______CONTRACTOR'S PROJ. NO:
CONTRACTOR: ______ENGINEER'S PROJ. NO:
ENGINEER:
- OM- O&M SPECIFICATION SECTION SEQUENTIAL NUMBER NUMBER: OR DRAWING NO: (& ALPHA SUFFIX FOR RESUBMITTAL)
DESCRIPTION:
MANUFACTURER:
The above referenced operations and maintenance manual has been reviewed by the undersigned and I/we certify that the manual is customized as needed for this project, is suitable for mounting in a 3-ring binder, and contains the following items:
Table of Contents Project-Related Design Data Contractor and Manufacturer Contact Information Serial Numbers Preventative Maintenance Schedule and Summary Maintenance and Repair Procedures Removal and Replacement Instructions Wiring and Control Diagrams Lubrication Schedule Equipment Drawings & Schematics Troubleshooting Information Equipment Performance Curves Warranty Information Parts and Service Contact Information Rebuild Information for All Components Manufacturer's Contact Information Startup, Operation and Shutdown Procedures Emergency Operations Plan Normal and Emergency Operations List of All Component Part Numbers Safety Procedures and Precautions List of Spare Parts Supplied Shop Drawings corrected to As-Built Conditions Testing Equipment & Special Tools Personnel Training Requirements Other System Specific Information
By:______By:______Contractora Manufacturerb Date: ______Date:______a Contact information shall include name, address and telephone number. b Required on all Operation and Maintenance Manuals. c When required by Specifications. Page ___ of ___
General Contractor's Stamp
20146B 01340-11 SUBMITTALS
PROCESS EQUIPMENT MANUFACTURER SUBMITTAL CERTIFICATION (Divisions 11 and 14)
Owner:______Date: ______
Project: ______
______
Contractor:
______
Equipment Manufacturer:
Equipment:
As an authorized representative of the equipment manufacturer, the undersigned certifies that the equipment listed above conforms to the requirements of Section 11000, Part 1.3.K. The undersigned authorized representative of the manufacturer further certifies that the equipment manufacturer or supplier has: reviewed the Construction Documents, the intended installation by the Contractor, and the intended functional and operational conditions; determined all conditions to be acceptable; and found no conditions which would cause the warranty to be void; or the equipment to function improperly, or not meet the performance requirements.
(Authorized Representative of the Manufacturer) (Date)
END OF SECTION
20146B
01380-1
SECTION 01380
CONSTRUCTION PHOTOGRAPHS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: 1. Pre-Construction Record: Contractor shall take digital photographs and video to obtain a visual record of the project area prior to beginning any work at the project site.
1.2 QUALITY A. Pre-Construction Record: Quality shall be such that the condition of existing pavement, curbing, driveway entrances, sidewalks, walls, doors, equipment, piping, etc. can be readily determined.
1.3 SUBMITTAL OF PRINTS A. Pre-Construction Record: 1. Submit pre-construction photographs/videos in accordance with Section 01340 prior to initiating any work on-site. B. The quality of the photos and video are subject to approval by the Engineer. C. Photographs and videos taken for the project and submitted are released to the Owner and Engineer for reproduction and use for records retention, governmental and commercial purposes.
END OF SECTION
20146B
01400-1
SECTION 01400
QUALITY CONTROL
PART 1 - GENERAL
1.1 REQUIREMENTS INCLUDED A. General Quality Control. B. Workmanship. C. Manufacturer's Instructions. D. Manufacturer's Certificates. E. Manufacturer's Field Services. F. Testing Laboratory Services.
1.2 RELATED REQUIREMENTS A. Section 00700 - General Conditions: Inspection and testing required by governing authorities. B. Section 01340 - Submittals: Submittal of Manufacturer's Instructions C. Section 02200 - Earthwork D. Section 02210 – Vacuum Excavation/ Hydro-Vacuum Excavation E. Section 02300 - Foundation Piles F. Section 02513 – Bituminous Concrete Paving G. Section 03300 - Cast-in-Place Concrete H. Section 03305 - Concrete Testing I. Section 03930 – Concrete Coatings J. Section 04200 - Masonry K. Section 05120 - Structural Steel L. Section 13121 – Pre-Engineered Metal Buildings M. Section 15064 - Stainless Steel Piping
1.3 QUALITY CONTROL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.
1.4 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.
1.5 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding.
20146B 01400-2 QUALITY CONTROL
1.6 MANUFACTURERS' CERTIFICATES A. When required by individual Specifications Section, submit manufacturer's certificate that products meet or exceed specified requirements.
1.7 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specification Sections, require supplier and/or manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to make appropriate recommendations. B. Representative shall submit written report to Engineer listing observations and recommendations.
1.8 TESTING LABORATORY SERVICES A. Owner will employ and pay for services of an Independent Testing Laboratory to perform inspections, tests, and other services wherever an Independent Testing Laboratory is required by individual specification sections listed in paragraph 1.2 above, unless otherwise indicated. B. Services will be performed in accordance with requirements of governing authorities and with specified standards. C. Reports will present observations and test results and indicate compliance or non- compliance with specified standards and with Contract Documents. Independent Testing Laboratory will submit one copy of each report directly to each of the following: Engineer, Resident Project Representative, Contractor. Reports will be submitted within 5 days of obtaining test results. If test results indicate deficiencies, Independent Testing Laboratory shall telephone or email results to Engineer, Resident Project Representative and Contractor within 24 hours. D. Contractor shall cooperate with Independent Testing Laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested. E. Contractor shall notify Engineer at least one full working day prior to needing testing laboratory services. Engineer will notify Independent Testing Laboratory. If scheduled tests or sampling cannot be performed because the work is not ready as scheduled, testing costs associated with the delay will be determined by Engineer and invoiced by Owner to Contractor. If unpaid after 60 days, the invoice amount will be deducted from the Contract Price. If adequate notice is not provided, Contractor shall suspend work on that portion of the Project until testing can be performed. Such suspension will not be grounds for a claim against the Owner for delay, nor will it be an acceptable basis for an extension of time. F. Payment for Independent Testing Laboratory services shall be as follows: 1. General: Where testing is the Owner's responsibility, payment will be made as stated below unless other requirements are given in Specification Sections. Testing which is the responsibility of the Contractor will be considered an incidental item unless otherwise indicated in Section 01150, Measurement and Payment. 2. Initial Testing: Owner will pay for initial tests. 3. Retesting: Costs of retesting due to non-compliance will be paid by Owner. The cost of retesting will be determined by Engineer and Owner will invoice
20146B 01400-3 QUALITY CONTROL
Contractor for this cost. If unpaid after 60 days, the invoice amount will be deducted from the Contract Price. 4. Contractor's Convenience Testing: Inspections and tests performed for Contractor's convenience will be paid for by Contractor.
PART 2 - PRODUCTS Not Used
PART 3 - EXECUTION Not Used
END OF SECTION
20146B
01500-1
SECTION 01500
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: 1. Provide and pay for all temporary applicable utilities required to properly perform the Work at no additional cost to the Owner including the placement and removal of the utilities. 2. Completely remove all temporary equipment and materials upon completion of the Work and repair all damage caused by the installation of temporary utilities. 3. Make all necessary applications and arrangements for electric power, light, water and other utilities with the local utility companies. Notify the local electric power company if unusually heavy loads, such as welders, will be connected. 4. Provide temporary protection of existing concrete tanks and other unheated concrete structures taken out of service for the General Contractor to complete the Work as indicated on the Contract Documents in that area. 5. Contractor shall provide temporary ventilation during construction as required to ensure a safe working environment. The temporary ventilation systems shall address the following conditions, including but is not limited to: removal of hazardous fumes from explosion-proof rated spaces (Class 1, Division 1 rated spaces), removal of paint fumes and other potentially toxic conditions associated with the contractor's activities, and ventilation of confined spaces, in compliance with all OSHA and State safety requirements.
1.2 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. Obtain permits as required by local governmental authorities. 2. Obtain easements, when required, across private property other than that of the Owner for temporary power service. 3. Comply with the latest National Electrical Code. 4. Comply with all local, State and Federal codes, laws, and regulations. B. All temporary utilities are subject to the approval of the Engineer.
PART 2 - PRODUCTS
2.1 MATERIALS A. Electrical: 1. The General Contractor shall make necessary arrangements with the local power company for connection to the existing power supply and shall provide and pay for all temporary light and power requirements except as otherwise specified hereunder. In general, the temporary electrical service shall include all necessary switches, poles, wiring, cables, conduit, raceways, panelboards,
20146B 01500-2 TEMPORARY FACILITIES AND CONTROLS
fixtures, lamps and receptacles to supply construction power of adequate capacity for the project. Temporary transformers and meters shall be furnished and installed by the appropriate power authority, but paid for by the General Contractor, who shall be responsible for making all arrangements for their installation prior to using any existing power for temporary purposes. 2. Use new or used materials adequate in capacity for the purposes intended. 3. Materials must not create unsafe conditions or violate the requirements of applicable codes. 4. Conductors: 5. Wire, cable or busses of appropriate type, sized in accordance with the latest National Electrical Code for the applied loads. 6. Use only UL approved wire. 7. Conduit: 8. Rigid steel, galvanized: ANSI C80.1. 9. Electrical metallic tubing: ANSI C80.3. 10. Other material approved by NEC. 11. Equipment: Provide appropriate enclosures for the environment in which used in compliance with NEMA Standards. 12. Temporary power shall be based upon the following minimum requirements: 13. Lighting - 300 watt per 1,000 square feet of floor area. 14. Receptacles - One 15 ampere duplex for 1,000 square feet of floor space. 15. Special Construction Equipment - Provide one 30-amp, 2-pole fused switch for equipment connection. The cost for cables and connection from switch to the special equipment will be borne by the Sub-Contractor requiring same. 16. The General Contractor will pay for the cost of energy consumed by all trades, including cost of lamp replacement. The General Contractor and Subcontractors of all trades shall furnish their own extension cords and such additional lamps as may be required for their work, shall pay for the cost of temporary wiring of a special nature for light and power required, other than that above mentioned. 17. All temporary work shall be furnished and installed in conformity with the National Electrical Code and in accordance with local ordinances and requirements of the municipal power authority. All temporary wiring and accessories shall be removed after it has served its purpose. B. Heating and Ventilation: 1. The General Contractor shall furnish, install, and maintain a complete temporary heating and ventilation systems, including fuel therefore, which will provide heat and ventilation as required by the trades and for the protection of personnel in the work spaces, and stored and installed materials from injury as can be caused by dampness and cold. The General Contractor shall employ, within the terms of the General Contract, a competent watchman who will maintain and operate the systems, as required. The General Contractor shall bear all costs incurred from the temporary heating and ventilation from the time the systems are first required until the date of Substantial Completion of the General Contract, as defined in the General Conditions and Supplementary Conditions.
20146B 01500-3 TEMPORARY FACILITIES AND CONTROLS
2. Under no circumstance shall the permanent heating system be used for temporary heating purposes, until the building/buildings have been considered as satisfactorily enclosed by the Engineer, specified hereunder. 3. Temporary heating equipment must be smokeless and fumeless type, Underwriters Laboratories, Factory Mutual, Fire Marshal and Engineer approved, and will fulfill the heating requirements specified hereunder. 4. As soon as practicable, after the building/buildings have been considered satisfactorily enclosed by the Engineer, the General Contractor shall have the permanent heating and ventilation systems and apparatus put in operation. Electrical service, wiring, controls, and other essential parts of the permanent system must be installed prior to utilizing the heating system. The General Contractor shall pay for all power and fuel consumed in the temporary operation of the permanent systems until the time the building/buildings are partially or permanently occupied by the Owner, whichever comes first in accordance with the provisions specified herein for use and occupancy prior to acceptance by the Owner. 5. After enclosure of the building/buildings and before installation of wet work such as interior masonry and tile, maintain temperatures of 50 degrees minimum, except for a period commencing 10 days prior to the installation of interior woodwork, interior flooring, or interior painting, whichever occurs first, after which time the temperature shall be maintained at a minimum of 65 degrees F., until the project is either partially or permanently occupied by the Owner. C. Water and Sanitary: 1. The General Contractor shall make necessary arrangements for connection to the municipal water supply and shall provide, at his own expense, any extensions as required for the operation of this project. The General Contractor shall bear all costs incurred for the temporary water services, including the costs of the water itself. 2. All lines, temporary or permanent, shall be protected and maintained by the General Contractor. Temporary lines shall be removed by the General Contractor when the temporary service is no longer required. 3. The General Contractor shall provide an adequate drinking water supply, satisfactorily cooled, for his employees. 4. See Site Plan for nearest water hook-up. 5. The General Contractor shall furnish, install, maintain and pay for adequate temporary chemical type toilet accommodations, for all persons employed on the work and located where approved by the Engineer. The accommodations shall be in proper enclosures and in accordance with Municipal Ordinances and shall be maintained in proper, safe and sanitary conditions and suitably heated when requested. 6. Relocate temporary toilet facilities as required to facilitate the construction. 7. Remove all temporary facilities at completion of work when directed by the Engineer. D. Protection of Existing Concrete Tanks and other Unheated Concrete Structures taken out of Service:
20146B 01500-4 TEMPORARY FACILITIES AND CONTROLS
1. The General Contractor shall provide protection as required to maintain the surface temperatures of the existing concrete above 40 degrees F during the months of November through March and other periods during which the ambient air temperature is below 32 degrees F. The General Contractor shall be responsible for all means and methods to maintain the specified temperature at no additional cost to the Owner. 2. The General Contractor shall furnish and monitor surface thermometers on the concrete surfaces. 3. The above listed requirement is a minimum required to prevent the structure from freezing. If the nature of the work within the structure requires a greater air temperature to perform the work (such as application of coatings), the requirements of Part 2.1.B shall apply. 4. If, in the opinion of the Engineer, the work required in the unheated structure is of a short duration or the anticipated ambient air temperatures will not drop below 40 degrees F, additional protection as required in Part D.1 may not be required. The General Contractor shall still be responsible for monitoring the temperature of the concrete surfaces and providing protection if they drop below 40 degrees F.
PART 3 - EXECUTION
3.1 PERFORMANCE A. Electrical: 1. Provide electrical energy to: a. All necessary points on the construction site so that power can be obtained at any desired point with extension cords no longer than 100 feet. b. Construction site offices. c. Lighting as required for safe working conditions at any location on the construction site. d. Night security light. e. When applicable, Owner's present facilities during the changeover of electrical equipment. 2. Maintain electrical energy throughout the entire construction period. 3. Capacity: a. Provide and maintain adequate electrical service for construction use by all trades during the construction period at the locations necessary, as specified herein. 4. Installation: a. Install all work with a neat and orderly appearance. b. Have all installations performed by a qualified electrician. c. Modify service as job progress requires. d. Locate all installations to avoid interference with cranes and materials handling equipment, storage areas, traffic areas and other work. B. Heating and Ventilation:
20146B 01500-5 TEMPORARY FACILITIES AND CONTROLS
1. Maintain a heated and ventilated environment for the work at the temperature and for the length of time specified or as directed by the Engineer, and as needed to protect all individuals on the construction site. 2. Precaution: a. Operate temporary heating apparatus in such a manner that finished work will not be damaged. b. Repair all damage, caused by temporary heating operations, to the complete satisfaction of the Engineer. C. Water: 1. Provide and maintain water for drinking and construction purposes as required for the proper execution of the Work. D. Sanitary Accommodations: a. Provide and maintain sanitary accommodations for the use of the employees of the General Contractor, subcontractors, and Engineer. b. Sanitary accommodations shall meet the requirements of all local, State and Federal health codes, laws and regulations. E. Protection of Existing Tanks and other Unheated Structures taken out of Service: 1. The General Contractor shall provide protection and/or heat as required to maintain the specified temperature of the existing structure. 2. The General Contractor shall document the condition of the structures immediately after they are taken out of service with either still photos or video. 3. Precaution: a. If additional heat is required, operate temporary heating apparatus in such a manner that the existing structure will not be damaged. b. Repair all damage, caused by temporary heating operations, to the complete satisfaction of the Engineer. 4. The General Contractor shall repair any concrete damaged as a result of the surface temperatures of the concrete dropping below 40 degrees F.
END OF SECTION
20146B
01520-1
SECTION 01520
SITE SECURITY
PART 1 - GENERAL
1.1 SECURITY PROGRAM A. The Contractor shall: Protect work premises and Owner's operations from theft, vandalism, and unauthorized entry. Initiate program in coordination with Owner's existing security system at job mobilization. Maintain program throughout construction period.
1.2 ENTRY CONTROL A. The Contractor shall: Restrict entry of persons and vehicles into Project site and existing facilities. Allow entry only to authorized persons with proper identification. Maintain log of workmen, visitors and deliveries and make log available to Owner on request. Coordinate entrance of persons, vehicles (including deliveries) in such a manner to not interfere with Owner’s operations. B. Owner will control entrance of persons and vehicles related to Owner's operations.
1.3 RESTRICTIONS A. The Contractor shall not allow cameras on site or photographs taken except by written approval of Owner.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
20146B
01600-1
SECTION 01600
DELIVERY, STORAGE AND HANDLING
GENERAL
DESCRIPTION This Section specifies the general requirements for the delivery, handling, storage and protection for all items required in the construction of the work. An updated delivery and storage log is required with the monthly payment requisition prior to approval. An example log is included in this section. Related Items: Section 01800: Equipment Start-Up, Certification and Operator Training. Section 11000: Equipment - General.
TRANSPORTATION AND DELIVERY Transport and handle items in accordance with manufacturer’s instructions. Schedule delivery to reduce long term on-site storage prior to installation and/or operation. Under no circumstances shall equipment be delivered to the site more than 120 days prior to installation without written authorization from the Engineer. Ship equipment, material and spare parts complete except where partial disassembly is required by transportation regulations or for the protection of components. Pack spare parts in containers bearing labels clearly designating contents and pieces of equipment for which intended, including cross reference of the applicable contract specification section. Deliver spare parts at the same time as pertaining equipment. Deliver spare parts to the Owner after completion of work. Deliver products to the site in manufacturer’s original sealed containers or other packing system, complete with instructions for handling, storing, unpacking, protecting and installing. Instructions for handling, storing, unpacking, protecting and installing equipment shall be included in the Equipment O&M Manuals, which shall be submitted prior to the equipment being shipped to the site. This information shall be filed in a dedicated three ring binder(s) on-site, in the Contractor trailers, accessible to the Owner and Engineer. The binder(s) shall be clearly labeled, and include dividers for each specification section. The manufacturer-provided instructions for each equipment item shall be labeled with the specification number, equipment name, and equipment number. The instructions shall also be submitted to the Engineer. Assume responsibility for equipment material and spare parts just before unloading from carrier at site. All items delivered to site shall be unloaded and placed in a manner which will not hamper the Contractors normal construction operation or those of subcontractors and other contractors and will not interfere with the flow of necessary traffic. Provide equipment and personnel to unload all items delivered to the site. Promptly inspect shipment to assure that products comply with requirements, quantities are correct, and items are undamaged. For items furnished by others (i.e.
20146B 01600-2 DELIVERY, STORAGE AND HANDLING
Owner, other Contractors), perform inspection in the presence of the Engineer. Notify the Engineer in writing of any problems. Pay all demurrage charges if failed to promptly unload items.
STORAGE AND PROTECTION Store and protect products and equipment in accordance with the manufacturer’s instructions, with seals and labels intact and legible. Storage instructions shall be studied by the Contractor and reviewed with the Engineer by them. Instructions shall be carefully followed and a written record of this kept by the Contractor for each product and pieces of equipment. Arrange storage of products and equipment to permit access for inspection. Periodically, inspect to make sure products and equipment are undamaged and are maintained under specified conditions. Provide protective maintenance during storage consisting of manually exercising equipment, inspecting mechanical surfaces for signs of corrosion or other damage, lubricating, applying any coatings as recommended by the equipment manufacturer necessary for its protection and all other precautions to assure proper protection of all equipment stored and for compliance with manufactures requirements related to warranties. Store loose granular materials on a solid flat surface in a well-drained area. Prevent mixing with foreign matter. Cement and lime shall be stored under a roof and off the ground and shall be kept completely dry at all times. All structural, miscellaneous and reinforcing steel shall be stored off the ground or otherwise to prevent accumulation of dirt or grease, and in a position to prevent accumulations of dirt, standing water, staining, chipping or cracking. Brick, block and similar masonry products shall be handled and stored in a manner to reduce breakage, cracking and spalling to a minimum. All mechanical and electrical equipment and instruments shall be covered with canvas and stored in a weather tight building to prevent injury. The building may be a temporary structure on the site or elsewhere, but it shall be satisfactory to the Engineer. All equipment shall be stored fully lubricated with oil, grease and other lubricants unless otherwise instructed by manufacturer. Moving parts shall be rotated at a minimum of once weekly to insure proper lubrication and to avoid metal-to-metal “welding”. Log all rotation maintenance for each piece of equipment in the written record noted above. Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to ensure that the equipment does not deteriorate from lack of use. Log all startup for each piece of equipment in the written record noted above. Lubricants shall be changed upon completion of installation and as frequently as required thereafter during the period between installation and acceptance. New lubricants shall be put into the equipment at the time of acceptance. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment and certify that its condition has not been detrimentally affected by the storage period. Such certifications by the manufacturer shall be deemed to mean that the equipment is judged by the
20146B 01600-3 DELIVERY, STORAGE AND HANDLING
manufacturer to be in condition equal to that of equipment that has been shipped, installed, tested and accepted in a minimum time period. As such, the manufacturer will guarantee the equipment equally in both instances. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor’s expense. The weather tight building shall be provided with adequate heating/cooling and ventilation as required by the manufacturer to prevent condensation. Maintain temperature and humidity within range required by manufacturer and to prevent condensation on the equipment being stored. Temporary heating and cooling is acceptable. Equipment shall be protected from environmental effects as required by the manufacturer and dependent on the season. Equipment that arrives on site without coating shall be protected from environmental impacts through coating or protection at the Contractor’s expense. Any equipment that displays defects or corrosion from environmental impacts will not be accepted for installation. The location of all stored material and equipment shall be reviewed with the Owner and Engineer. The Owner and Engineer may request that equipment and material be moved to an alternate location to accommodate plant maintenance and operation, or if the location is deemed unacceptable or unsuitable.
PRODUCTS - NOT APPLICABLE
EXECUTION
DELIVERY, STORAGE, AND HANDLING MONTHLY LOG An updated storage and delivery log is required with the monthly payment requisition prior to approval. The monthly log shall include the specification section, equipment description, equipment tagging, submittal approval date, date of equipment delivery, date of O&M submittal, contractor start-up sign-off, certified equipment testing date, operator training date, spare parts turnover date, required maintenance (activity and date), and equipment turnover (Owner’s witness and date).
STORAGE AND PROTECTION Equipment requires acceptance and verification of the storage from the Owner, Engineer, Manufacturer and Contractor at the Engineer’s discretion. Following delivery, the equipment warranty from the Manufacturer is the responsibility of the Contractor. All storage and maintenance will be the responsibility of the Contractor, conducted at the Contractor’s expenses and verified by the Engineer. It is the Contractor’s responsibility to coordinate all storage requirements on site as required by the Manufacturer to achieve acceptance.
20146B 01600-4
Section 01600 Delivery, Storage and Handling
Certified Spare Operator Required Equipment Start-Up2 Equipment Parts Maintenance Equipment Turnover Date of Date of Training Specification Equipment Equipment Submittal Testing Turnover by Equipment O&M Section Description Tags Approved Contractor Delivery1 Submittal (activity & Owner's Date Witness Date Date Date date) Date Witness
1. If equipment is delivered and placed in storage, all steps for Stored Equipment shall be followed and tracked separately 2. Log weekly start-ups of installed equipment, performed by Contractor, until Equipment Turnover
END OF SECTION
20146B 01630-1
SECTION 01630
SUBSTITUTIONS & PRODUCT OPTIONS
PART 1 - GENERAL
1.1 DESCRIPTION A. The below listed requirements are in addition to the requirements contained in the "Substitutions, (paragraph 8.3 - 8.5)" for other Projects use".
1.2 SUBMITTALS A. Submit a written application for approval completely describing the proposed substitution. B. Submit, when requested by the Engineer: Manufacturer's catalog data. Illustrations. Specifications. Samples. Other material that may be required to determine acceptability.
1.3 CRITERIA A. The following criteria will be used by the Engineer in determining the acceptability of proposed substitutions: Adaptability to the design. Functional performance. Quality of materials. Strength of materials. Complexity, frequency and cost of maintenance.
1.4 RESULTING CHANGES A. If proposed substitutions are judged as being acceptable, make all changes to structures, buildings, piping, electrical, and other items necessary to accommodate the substitutions, at no additional cost to the Owner. B. Whenever it may be written that an equipment manufacturer must have a specified period of experience with his product, equipment which does not meet the specified experience period can be considered if the equipment supplier or manufacturer is willing to provide a bond or cash deposit for the duration of the specified time period which will guarantee replacement of that equipment in the event of failure.
20146B 01630-2 SUBSTITUTIONS & PRODUCT OPTIONS
C. Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in evaluating a substitute proposed or submitted by Contractor. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute.
END OF SECTION
20146B 01710-1
SECTION 01710
PROJECT CLEANING
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: Maintain premises and public properties free from accumulations of waste, debris, and rubbish, caused by operations. At completion of work, remove waste materials, tools, equipment, machinery and surplus materials, and clean all sight-exposed surfaces. Leave project clean and ready for use.
1.2 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Conduct cleaning and disposal operations in accordance with all applicable local and state laws, ordinances, and code requirements.
PART 2 - PRODUCTS
2.1 MATERIALS A. Use only cleaning materials recommended by manufacturer of surfaces to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturers.
PART 3 - EXECUTION
3.1 PERFORMANCE A. Cleaning During Construction: Execute cleaning operations to ensure that buildings, grounds, and public properties are maintained free from accumulations of waste materials and rubbish. Entirely remove and dispose of material or debris during the progress of the work that has washed into or has been placed in watercourses, ditches, gutters, drains, catch basins, or elsewhere as a result of the Contractor's operations. Wet down dry materials and rubbish to lay dust and prevent blowing dust. At reasonable intervals during the progress of work, clean the site and dispose of waste materials, debris, and rubbish. Clean interiors of buildings, when applicable, prior to finish painting, and continue to clean on an as-needed basis until buildings are ready for occupancy. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw material from heights. When applicable, schedule cleaning operations so that dust and other contaminants resulting from the cleaning process will not fall on wet, newly painted surfaces.
20146B 01710-2 PROJECT CLEANING
B. Control of Hazards: Store volatile wastes in covered metal containers, and remove from premises daily. Prevent accumulation of wastes which may create hazardous conditions. Provide adequate ventilation during use of volatile or noxious substances. C. Disposal: Do not burn or bury rubbish and waste materials on project site. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains. Do not dispose of wastes into streams or waterways. D. Final Cleaning: Employ experienced workmen, or professional cleaners, for final cleaning. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials, from all sight-exposed interior and exterior finished surfaces. Repair, patch and touch up marred surfaces to specified finishes. Broom clean paved surfaces. Rake clean non-paved surfaces of the project site. Restore to their original condition those portions of the site not designated for alterations by the Contract Documents.
END OF SECTION
20146B 02050A-1
SECTION 02050A
DEMOLITION
GENERAL
DESCRIPTION Work Included: The Contractor shall furnish all labor, materials, tools, equipment and apparatus necessary and shall do all work required to complete the demolition, removal, and alterations of existing facilities as indicated on the Drawings, as herein specified, and/or as directed by the Engineer. Demolition and alteration work within occupied areas shall be accomplished with minimum interference to the occupants and to the plant which shall be in continuous operation during construction. All equipment, piping, and other materials that are not to be relocated or to be returned to the Owner shall become the property of the Contractor and shall be disposed of by him, away from the site of the work and at his own expense. All demolition or removal of existing structures, utilities, equipment, and appurtenances shall be accomplished without damaging the integrity of existing structures, equipment, and appurtenances to remain, to be salvaged for relocation or stored for future use. Such items that are damaged shall be either repaired or replaced at the Contractor's expense to a condition at least equal to that which existed prior to the start of his work. Unless otherwise indicated, all items labeled to be "removed", "demolished" or "remove/demolish" shall be removed and disposed of off site in accordance with all Local, State and Federal Regulations. The Contractor shall not collect any samples of either Building Materials, Wastes, Soils, or any other site/project related materials, nor have the samples analyzed for any reason without prior written approval from the Owner or Engineer. Furthermore, the Contractor shall not hire or contract with another party or Consultant to conduct sampling of either Building Materials, Wastes, Soils, or any other site/project related materials or to conduct analytical analysis. All sampling requests are to be directed in written format to the Owner and Engineer. By collecting unauthorized samples, the Contractor shall assume any and all financial burden of the required corrective action. If a sample is collected and analyzed without prior written approval from the Owner or Engineer, the Contractor shall be responsible for any and all remediation required by any applicable regulatory authority arising from or related to the samples collected and analyzed, as the validity of the materials sampled, sample locations and sampling protocols utilized cannot be confirmed by the Owner's or Engineer's independent Consultant.
20146B 02050A-2 DEMOLITION
JOB CONDITIONS Condition of Structures: The Owner assumes no responsibility for the actual condition of structures to be demolished. Conditions existing at the time of inspection for bidding purposes will be maintained by the Owner as far as practicable. However, variations within the structures may occur due to Owner's removal and salvage operations prior to the start of demolition work (where applicable).
UTILITIES Coordination with Utilities: The Contractor shall make all necessary arrangements and perform any necessary work to the satisfaction of affected utility companies and governmental divisions involved with the discontinuance or interruption of affected public utilities and services.
SUBMITTALS Schedule - Demolition: Submit two (2) copies of proposed methods and operations of demolition to the Engineer for review prior to the start of work. Include in the schedule the coordination for shut-off, capping and continuation of utility services as required. Provide a detailed sequence of demolition and removal work to ensure the uninterrupted progress of the Owner's operations.
PROTECTIONS Ensure the safe passage of persons around the area of demolition. Conduct operations to prevent injury to adjacent buildings, struc¬tures, other facilities and persons. Erect temporary, covered passageways as required by authorities having jurisdiction. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement or collapse of structures to be demolished and adjacent facilities to remain.
DAMAGES The Contractor shall promptly repair damages caused by demolition operations to adjacent facilities at no cost to the Owner.
PRODUCTS – Not Applicable
PERFORMANCE Remove and dispose of non-salvageable material in accordance with all applicable local and state laws, ordinances and code requirements. Dispose of material daily as it accumulates. Carefully remove, store and protect from damage all materials to be salvaged. Buildings and Adjacent Property: Protect all buildings and property adjacent to equipment to be removed from damage by erecting suitable barriers or by other suitable means. Leave such buildings in a permanently safe and satisfactory condition.
20146B 02050A-3 DEMOLITION
Maintaining Traffic: Ensure minimum interference with roads, streets, driveways, sidewalks and adjacent facilities. Do not close or obstruct streets, sidewalks, alleys or passageways without permission from authorities having juris¬diction. Salvage: Salvaged items shall be stored on site for the Owner in an acceptable location and manner. Pest Control: Provide pest control when needed or when directed by the Engineer. Exterminate and prevent migration of rodents to adjoining buildings in accordance with the requirements of the state or local health department.
END OF SECTION
20146B
03010-1
SECTION 03010
CONCRETE MODIFICATIONS AND REPAIRS
GENERAL
SECTION INCLUDES Concrete Modifications and Repairs
REFERENCES This section contains references that are applicable to this Specification Section. The applicable edition of the indicated references shall be the version that was the most current at the time of the Advertisement of Bids. If referenced documents have been discontinued by the issuing organization, references to those documents shall mean the replacement documents issued or otherwise identified by that organization or, if there are no replacement documents, the last version of the document before it was discontinued. Where document dates are given in the following listing, references to those documents shall mean the specific document version associated with that date, whether or not the document has been superseded by a version with a later date, discontinued, or replaced. ACI 301 – Standard Specifications for Structural Concrete ACI 306.1 – Standard Specification for Cold Weather Concreting ACI 308.1 – Standard Specification for Curing Concrete ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete ASTM C309 – Standard Specification for Liquid Membrane - Forming Compounds for Curing Concrete ASTM C1315 - Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete
SUBMITTALS Submit product data and material safety data sheets for repair materials. Indicate the intended use and locations for all products. Submit methods to be used to protect the concrete during cold weather. The Engineer’s review shall be for information only as the Contractor is responsible for the means and methods of protection of concrete placed during cold weather. Submit methods to be used to protect the concrete during hot weather. The Engineer’s review shall be for information only as the Contractor is responsible for the means and methods of protection of concrete placed during hot weather. Submit curing methods.
ENVIRONMENTAL CONDITIONS Environmental Conditions are defined as follows: Cold Weather: Cold weather is defined as any and all periods when for more than three consecutive days the average daily outdoor temperature drops below 40°F. (The average daily temperature is the average of the highest and
20146B 03010-2 CONCRETE MODIFICATIONS AND REPAIRS
lowest temperature during the period from midnight to midnight.) When temperatures higher than 50°F occur during more than half of any 24-hour duration, the period shall not be regarded as cold weather. When freezing temperatures may occur during periods not defined as cold weather, concrete surfaces shall be protected against freezing for at least the first 24 hours after the concrete placement. Hot Weather - Job-site conditions that accelerate the rate of moisture loss or rate of cement hydration of freshly mixed concrete, including an ambient temperature of 80°F or higher, and an evaporation rate that exceeds 1 kg/m2/h.
QUALITY ASSURANCE Perform work in accordance with ACI 301, ACI 306.1 and ACI 308.1, except as modified herein. All curing and repair materials shall meet all Federal and State regulations pertaining to Volatile Organic Compounds (VOC) Compliance.
PRODUCTS
CRACK SEALANT Crack sealant for repair of failed sealant at previously repaired cracks, and other locations that may be identified by the Engineer in the field. Crack sealant shall be a 2-component, premium-grade, non-sag polyurethane-based elastomeric sealant for vertical and horizontal applications. Crack sealant shall be Sikaflex-2c NS by Sika Corporation or approved equal.
REPAIR MATERIALS Grout Paint: 1 part portland cement, 1 part fine sand, and water for the consistency of thick paint. Patching Mortar: 1 part of a mixture of white and grey Type II portland cement to 2.5 parts of damp loose sand. Cement type to match substrate. Bonding Agent: As recommended by the manufacturer. Repair of random cracks (dry – free of liquid or moisture): 2-component, 100% solids, moisture-tolerant, low-viscosity, high-strength, multipurpose, epoxy resin adhesive. Acceptable products: Sikadur 35 Hi-Mod LV by Sika Corporation Eucopoxy Injection Resin by Euclid Chemical Co. MasterInject 1500 by Master Builders Or equivalent Repair of random cracks (wet - presence of liquid or moisture): Low viscosity polyurethane resin that expands and forms a closed cell foam when it comes in contact with water. All cracks that are wet (either damp or leaking) at the time of repair shall be repaired with a material that is specifically intended for wet repair as recommended by the manufacturer. Acceptable products: SikaFix HH Hydrophilic by Sika Corporation
20146B 03010-3 CONCRETE MODIFICATIONS AND REPAIRS
Dural Aqua-Fil by Euclid Chemical Co. MasterInject 1210 IUG by Master Builders Or equivalent Repair of excessive cracking: Two component, 100% solids, moisture-tolerant, epoxy or urethane crack healer / penetrating sealer Acceptable products: Sikadur 55 SLV by Sika Corporation Euco Qwikstitch by Euclid Chemical Co. MasterSeal 370 by Master Builders Or equivalent Repair of spalls, honeycombs areas and air voids and cementitious overlays: Polymer modified, non-sag cementitious repair mortar with corrosion inhibitor. Repair material shall include peastone for repairs of greater depth as required by the manufacturer. For repair areas involving depths generally in excess of three (3) inches, utilize a repair material suitable for the depth of repair. Acceptable products: SikaTop 122 Plus or 123 Plus, or SikaQuick VOH by Sika Corporation Tamms Structural Mortar by Euclid Chemical Co. MasterEmaco N 400 by Master Builders Or equivalent All repair materials shall be installed in accordance with the manufacturer’s recommendations. All repair materials in contact with potable water shall be NSF Standard 61 approved.
EXECUTION
FINISHES Repair all defects and allow repair material to properly cure and match finish of surrounding concrete. Clean all exposed concrete surfaces and adjoining work stained by leakage of repair materials.
CRACK SEALANT Remove all existing joint sealant. Use a grinder with a “U”-shaped dry diamond blade and chase out the entire area to receive the sealant. Create a joint having regular and vertical sides with a minimum depth of ¼” and approximate 2:1 width to depth ratio. A ¼” deep joint shall be approximately ½” wide. Remove all residual dust and debris with a nylon bristle brush or wire wheel mounted to an angle grinder. Prepare and install sealant in accordance with the manufacturer’s instructions.
REPAIRS TO CONCRETE (GENERAL) Definitions:
20146B 03010-4 CONCRETE MODIFICATIONS AND REPAIRS
Honeycombed areas: Areas where voids are left in the concrete due to inadequate vibration and consolidation resulting in a failure of the mortar to effectively fill the spaces among coarse aggregate particles. Spalls: Concrete that has chipped, flaked, scaled or broken off from the surface of the concrete. Surface Defects: Those defects that affect the appearance of the finished concrete but do not affect the structural integrity. Structural Defects: Those defects that affect the appearance of the finished concrete and the structural integrity. Surface Defects: Form tie holes Air voids (bugholes)larger than those specified for the required surface finish Honeycomb areas with a depth less than 1 inch Blisters Delaminations Crusting Visible construction joints, fins and burs Non-uniform concrete color and appearance Floors that are not level Structural Defects: Random cracks Excessive cracking (crazing) Spalls Air voids (bugholes) and honeycombed areas with a depth greater than or equal to 1 inch
REPAIR OF SURFACE DEFECTS As soon as the forms have been stripped and the vertical concrete surfaces exposed or concrete slabs have been finished and cured, repair all surface defects. All concrete repair work shall result in a concrete surface of uniform color and texture and shall be free of all irregularities. Form Tie Holes: After cleaned and thoroughly dampened, apply grout paint and fill holes solid with patching mortar. For taper tie system as specified in Section 03300, Upon completion of tightness testing of structure (as applicable), the holes are to be fully packed with a cementitious crystalline waterproofing grout struck flush at both wall faces. Air voids (bugholes): After cleaned and thoroughly dampened, apply grout paint and fill holes solid with patching mortar. Honeycomb areas: All honeycombed areas shall be removed to sound concrete by means of hand chisels or pneumatic chipping hammers or hydrodemolition. Saw cut a 1 inch minimum square groove around the edges of the defective area perpendicular to the surfaces to serve as the boundary for concrete removal. Saw cut the edges perpendicular to the surface. No feather-edges shall be allowed.
20146B 03010-5 CONCRETE MODIFICATIONS AND REPAIRS
Remove all loose aggregate paste and debris and scrub clean. Thoroughly wet area to be repaired. Brush and scrub grout paint into the substrate of the area to be repaired. Mix patching mortar using as little water as possible. Allow to stand with frequent manipulation of trowel to achieve stiffest consistency. Blend white and gray portland cement to achieve color match with surrounding concrete. Prior to the set of grout paint (but after it has cast its water sheen), apply a stiff consistency of patching mortar to the area with a trowel. Leave patched surface slightly higher than surrounding surface. Do not finish for 1 hour minimum. Cure in same manner as adjacent concrete. Blisters, delaminations and crusting: Repairs shall be similar to those for honeycomb areas. Depth of saw cut shall match the depth of the defective concrete. Visible construction joints, fins and burrs: Remove by grinding until a smooth uniform surface is attained. Concrete with an overall non-uniform color or appearance as determined by the Engineer shall be repaired with a complete cementitious overlay. Application of the overlay shall be in strict accordance with the manufacturer’s written instructions and recommendations. Finished Flatwork exceeding specified tolerances: High areas shall be repaired by grinding after the concrete has cured 14 days. Low areas shall be repaired by adding appropriate overlay material. Grind concrete if required to provide minimum overlay thickness as required by the manufacturer. Finish repair area to match adjacent concrete.
MODIFICATIONS TO EXISTING CONCRETE When removing materials or portions of existing structures and when making openings in existing structures, all precautions shall be taken and all necessary barriers, temporary bracing and shoring and other protective devices shall be erected to prevent damage to the structures beyond the limits necessary for the new work and to prevent damage to the structures or contents by falling or flying debris. Remove concrete to the depths shown or required. Except for the removal of concrete from around reinforcement to remain, the use of heavy-duty pneumatic hammers to remove concrete is not permitted. Line drilling or saw cutting is required. Surfaces must be clean and sound. Remove dust, laitance, grease, curing compounds, impregnations, waxes, foreign particles, and disintegrated materials. Clean surface of all contamination and debris, and roughen by steel shot-blasting, abrasive (sand) blasting, or water-jetting (hydrodemolition). Use of scabblers, scarifiers, bush hammers, or pneumatic hammers greater than 15 lbs is not permitted. The prepared surface shall be water-saturated for a minimum of six hours, and the excess water shall be removed immediately prior to placement of repair material. Exposed reinforcement shall be cleaned by wire brushing, steel shot blasting or abrasive sand blasting. Reinforcement shall be cut or bent as shown on the Drawings. Additional reinforcement shall be provided as shown on the Drawings.
END OF SECTION
20146B
04200-1
SECTION 04200
UNIT MASONRY
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Face Brick B. Concrete Masonry Units C. Mortar D. Reinforcement, and Anchorage E. Accessories F. Thru-wall Flashing and Accessories
1.2 REFERENCES A. This section contains references that are applicable to this Specification Section. The applicable edition of the indicated references shall be the version that was the most current at the time of the Advertisement of Bids. If referenced documents have been discontinued by the issuing organization, references to those documents shall mean the replacement documents issued or otherwise identified by that organization or, if there are no replacement documents, the last version of the document before it was discontinued. Where document dates are given in the following listing, references to those documents shall mean the specific document version associated with that date, whether or not the document has been superseded by a version with a later date, discontinued, or replaced. B. ASTM A82 - Cold-Drawn Steel Wire for Concrete Reinforcement C. ASTM A153 - Specification for Zinc-Coating (Hot Dip) on Iron and Steel Hardware. D. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. E. ASTM A641 - Specification for Zinc-Coated (Galvanized) Carbon Steel Wire F. ASTM C62 - Building Brick G. ASTM C67 - Sampling and Testing Brick and Structural Clay Tile H. ASTM C90 - Loadbearing Concrete Masonry Units I. ASTM C91 - Masonry Cement J. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars K. ASTM C140 - Sampling and Testing Concrete Masonry Units L. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar M. ASTM C150 - Portland Cement N. ASTM C207 - Hydrated Lime for Masonry Purposes O. ASTM C216 - Facing Brick P. ASTM C270 - Mortar for Unit Masonry Q. ASTM C404 - Standard Specification for Aggregates for Masonry Grout R. ASTM C476 - Grout for Masonry S. ASTM C1019 - Standard Method of Sampling and Testing Grout. T. ASTM C1314 - Standard Test Method for Constructing and Testing Masonry Prisms Used to Determine Compliance with Specified Compressive Strength of Masonry
20146B 04200-2 UNIT MASONRY
U. ASTM C1364 – Standard Specification for Architectural Cast Stone V. ASTM D1056 - Expansion Joint W. ASTM D2240 - Test Method for Rubber Property - Durameter Hardness X. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection Y. ASTM E447 - Compressive Strength of Masonry Prisms. Z. TMS 402-13/ACI 530-13/ASCE 5-13- Building Code Requirements for Masonry Structures AA. TMS 602-13/ACI 530.1-13/ASCE 6-13.1 Specification for Masonry Structures.
1.3 SUBMITTALS A. Submit product data for each item under provision of Section 01340. B. Submit color chart with actual samples of each different exposed masonry unit required showing the full range of exposed colors, textures, and dimensions to be expected in the completed construction. C. UL Certification that the components meet the fire rating or UL system indicated on the Drawings. D. Face Brick - Color chart showing color, texture and extremes of color range. E. Mason shall coordinate reinforcing steel layout for dowel placement in reinforced concrete foundation walls and masonry walls. F. Cold Weather Construction Procedures as specified. G. Hot Weather Construction Procedures as specified. H. Submit for color selection by Architect mortar samples showing full range of manufacturers options. I. Mortar and Grout Mix Design. J. Submit sieve analyses for mortar and grout aggregates taken within the last 3 months if field mixing mortar and grout components. K. Submit compressive strength of the masonry block units tested by the masonry supplier or an Independent Testing Lab within the last 30 days in accordance with ASTM C140. The number of test units shall consist of 6 specimens of each size used on the Project. L. Submit masonry contractor's qualifications.
1.4 QUALITY ASSURANCE A. Source limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required. B. Source limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate.
1.5 QUALIFICATIONS A. Masonry Subcontractor: Company specializing in performing the work of this Section with a minimum of five years of experience.
20146B 04200-3 UNIT MASONRY
1.6 PRE-MASONRY CONFERENCE A. Prior to commencing with work of this Section, a meeting shall be held at the project site with Masonry Subcontractor, General Contractor, Owner's Representative, Resident Project Representative and independent testing laboratory. The General Contractor shall record discussions and agreements and furnish a copy to each participant. Provide at least ten working days advance notice to participants prior to convening conference. B. The meeting shall be held after the mockup panel has been completed and the 7-day results or the first set of tests are available.
1.7 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials off the ground, under cover and in a dry location. B. Store aggregates such that grading and other required characteristics can be maintained, and contamination avoided.
PART 2 - PRODUCTS
2.1 CONCRETE MASONRY UNITS A. Interior and Back-up Concrete Masonry Units: Normal weight hollow concrete masonry units, ASTM C90. B. Open top concrete masonry channel bond beam and lintel block: ASTM C90. C. Solid Load Bearing Concrete Masonry Units: ASTM C90. D. Compressive strength of the masonry shall meet the following minimum strengths: Prisms: a. Ungrouted: 2,500 psi b. Grouted: 2,500 psi Concrete masonry units net area compressive strength = 3,250 psi E. All units indicated for use in fire rated assemblies shall be tested and approved for the hour ratings indicated on the Drawings.
2.2 BRICK UNITS A. Face brick: ASTM C216, Type FBS, Grade SW, Modular 2-1/4 inches high x 7-7/8 inches long x 3-5/8 inches thick, match existing as approved by Engineer.
2.3 REINFORCEMENT AND ANCHORAGE A. All masonry reinforcing shall be ASTM A153, hot dipped galvanized with a minimum thickness of 1.5 oz./ft. of wire and ASTM A123 for all other shapes. B. Single wythe joint reinforcement: Ladder type; cold-drawn steel conforming to ASTM A82, nine (9) GA. side rods with nine gage cross ties. C. Cavity wall joint reinforcement: Ladder type; cold-drawn steel conforming to ASTM A82, 9-gauge side rods and nine gage cross ties, prefabricated continuous joint reinforcement and adjustable tie system with wall tie eye sections welded on at 16 inches on center and 3/16-inch rectangular adjustable wall tie pintle sections. D. Rectangular Wire Tie: 3/16-inch diameter wire with two-inch bends by length as shown on Drawings.
20146B 04200-4 UNIT MASONRY
F. Deformed reinforcement shall be ASTM A615, Grade 60. G. Wall ties for masonry veneer backed by wood framing: 12 gauge offset strap with 3/16-inch diameter wire ties. Fasteners shall be stainless steel screws, size as recommended by the manufacturer.
2.4 ACCESSORIES A. Compressible and Control Joint Filler: Closed cell neoprene; ASTM D1056 as manufactured by Wire-Bond, Hohmann and Barnard, or equal. B. Weep/Vents: One-piece, flexible extrusion made from UV-resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch less than depth of outer wythe, in color selected from manufacturer's standard. Available Products Include: a. Wire-Bond Cell Vents b. Heckman Building Products Inc., No. 85 Cell Vent. c. Hohmann & Barnard, Inc.; Quadro-Vent. C. Cleaning solutions: Red Brick or Dark CMU - Sure Klean No. 101, light brick or Concrete Masonry Units - Sure Klean No. 600 as manufactured by ProSoCo, Inc., Hydrochemical Techniques, or equal. D. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. Provide strips, full-depth of cavity and 10 inches high, with dovetail shaped notches 7 inches deep that prevent mesh from being clogged with mortar droppings; Mortar Net as manufactured by Mortar Net USA, Hohmann & Barnard, Inc., or equal. E. Termination Bar: Flat stainless-steel bar, 1/8-inch x 1 inch with 3/8” slotted holes at 8 inches on center, type 304 stainless steel, by Hohmann & Barnard, Wire-Bond or equal. F. Drip Edge and Exposed Sill Flashings: 16 oz. Zinc-coated copper, sizes as shown on drawings
2.5 MORTAR AND GROUT MATERIALS AND MIXES A. Acceptable Manufacturers Quickcrete SpecMix Or equal B. Mortar: Mortar used in the concrete blocks shall conform to ASTM C270 (Type S) with a minimum 28-day compressive strength of 1800 PSI when tested in accordance with ASTM C109. Mortar used in exterior veneer: see Section 04500. The mortar materials shall have the following properties: a. Material Standard for Aggregate Type: ASTM C144 (Fine Aggregate). b. Material Standard for Portland Cement: ASTM C150. c. Material Standard for Hydrated Lime: ASTM C207. d. Material Standard for Masonry Cement: ASTM C91. e. Material Standard for Mortar: ASTM C270. f. Material Standard for Mortar Cement: ASTM C1329.
20146B 04200-5 UNIT MASONRY
C. Grout: Grout for all masonry components shall conform to ASTM C476 and have a minimum compressive strength of 2,500 psi at 28 days when tested in accordance with ASTM C1019. The grout materials shall have the following properties: a. Material Standard for Portland Cement: ASTM C150. b. Material Standard for Aggregate Type: ASTM C404 (Fine Aggregate).
2.6 THRU-WALL FLASHING A. Acceptable Manufacturers York Manufacturing, Inc.; Multi-Flash 500 STS Coatings, Inc.; Gorilla Flash Or equal. B. Characteristics Core: Copper core with fiberglass or polypropylene fabric laminated to both copper faces with non-asphalt adhesive. Copper type, ASTM B248-06: CDA Alloy 110, 060 temper. Fabric: Fiberglass or polypropylene fabric; 5 oz laminated back face copper core with core weight and manufacturer identified on product with color coded laminate or printed on the material. Size: Shall be as detailed on the Drawings from manufacturers available standard width rolls. Polyether Sealant: Suggested manufacturers: York UniverSeal US-100, STS Coatings GreatSeal Lt-100, or equal.
PART 3 - EXECUTION
3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Verify items provided by other sections of work are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. D. Request inspection of spaces to be grouted. E. Beginning of installation means installer accepts existing conditions.
3.2 PREPARATION A. Direct and coordinate placement of metal anchors supplied in other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. C. Install mortar and grout to requirements of the specific masonry sections. D. Work grout into masonry cores to eliminate voids. E. Do not displace reinforcement while placing grout. Reinforcement shall remain centered in the width of the cell. F. Remove grout spaces of excess mortar. G. Cover and protect the top of the masonry walls at the end of each work day and during
20146B 04200-6 UNIT MASONRY
inclement weather. Cover partially completed masonry when construction is not in progress. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. Where one wythe of multi wythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches down face next to unconstructed wythe and hold cover in place. H. Stain Prevention: Prevent grout, mortar and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar and soil that come in contact with such masonry. Protect base of walls from rain-splashed mud and mortar splatter by covering spread on ground and over wall surface. Protect sills, ledges and projections from mortar droppings. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt on completed masonry.
3.3 MORTAR MIXING A. Mix mortar using a mechanical mortar mixer to ensure homogeneity and workability. Observe mixing times of 4-5 minutes, consistent from batch to batch. B. Use clean, potable water; add the maximum amount consistent with optimum workability. Maintain a uniform proportioning. At the end of the day, thoroughly rinse the mixer to avoid contamination of future mortar. C. Cure mortar a minimum of 28 days. D. Add mortar color in accordance with manufacturer's instructions. Provide uniformity of mix and coloration. E. Add DRY BLOCK II admixture for mortar at veneer in accordance with the manufacture’s instructions. F. Do not use anti-freeze compounds to lower the freezing point of mortar G. Retemper mortar by adding additional mixing water only to replace water lost due to evaporation. Do not retemper colored mortars. Retemper no more than once and only within two hours of mixing. H. Use mortar within two hours after mixing at temperatures of 80 degrees F, or 2½ hours at temperatures under 50 degrees F. I. Use care when mixing to provide a consistent mixture. J. Do not use anti-freeze compounds to lower the freezing point of mortar.
3.4 GROUT MIXING A. Comply with manufacturer’s printed instructions and the following: B. Material should be mechanically mixed. C. Do not mix more material that can be placed in 15 minutes. Do not re-temper with additional water.
20146B 04200-7 UNIT MASONRY
D. Do not use anti-freeze compounds to lower freezing point of grout.
3.5 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness to provide a neat, uniform appearance. C. Lay concrete masonry units in running bond unless indicated otherwise on the drawings. Course one unit and one mortar joint to equal eight inches. Form concave mortar joints to provide a neat, uniform appearance where exposed to view; strike the joints within the cavity flush. D. Lay brick units in running bond unless indicated otherwise on the drawings. Course three brick and three mortar joints to equal eight inches. Form concave mortar joints to provide a neat, uniform appearance. E. Lay decorative units to coursing of one unit and one mortar joint to equal eight inches. Form concave mortar joints to provide a neat, uniform appearance.
3.6 PLACING AND BONDING A. Lay hollow masonry units with face shell bedding on head and bed joints. C. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. D. Remove excess mortar which has splashed or been smeared on finished surfaces with stiff bristle brushes as work progresses. E. Place full mortar bed around each core that is to be grouted. F. Interlock intersections and external corners. G. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. H. Perform jobsite cutting of masonry units with electrically operated carborundum saws to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. Do not break units with hammers or other tools. I. Isolate masonry partitions from vertical structural framing members with a control joint. J. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler. K. Install bullnose concrete masonry units at all external corners, doors and window jambs as detailed on Drawings. L. Use Ivany or open top channel blocks for bond beams. M. Use open top channel blocks for masonry lintels.
3.7 WEEPS AND VENTS A. Install weep/vent products 24 inches on center horizontally at bottom of brick veneered walls. B. Install weep/vent products 24 inches on center horizontally above all brick veneered wall openings with a minimum of two over every opening. C. Install weep/vent products 32 inches on center horizontally at bottom of concrete masonry walls. D. Install weep/vent products 16 inches on center horizontally above all concrete masonry wall openings.
20146B 04200-8 UNIT MASONRY
E. Install weep/vent products at top of each cavity space at same spacing as bottom of wall.
3.8 CAVITY WALL A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep holes. B. Build inner wythe ahead of outer wythe to receive air barrier. After back-up units have been installed, apply air barrier in accordance with Section 07280. C. After air barrier has been installed, install cavity wall insulation in accordance with Section 07210.
3.9 JOINT REINFORCEMENT AND ANCHORAGES A. Install horizontal joint reinforcement as shown on Drawings. B. Place masonry joint reinforcement in first horizontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place joint reinforcement continuous in first joint below top of walls. D. Lap joint reinforcement ends minimum six inches. E. Embed anchors attached to structural steel members. Embed anchorages in every second block joint. F. Install eye and pintle type reinforcing at cavity walls. G. Install horizontal joint reinforcing at 16" on center at all interior masonry walls. H. Reinforce wall intersections with strap anchors or prefabricated Tee joint reinforcing 16 inches on center. I. Install corrugated ties for load bearing masonry abutting or backed by concrete surfaces, spacing the anchors not more than 16 inches on centers, vertically, and not more than 16 inches on centers, horizontally. J. Install corrugated anchors at new non-load bearing interior masonry walls abutting concrete or existing masonry.
3.10 THRU-WALL FLASHING INSTALLATION A. General: Install where indicated, specified, or required in accord with flashing manufacturer's written instructions and as follows. Base of exterior walls, exterior door heads, window heads and sills, horizontal control joints. Same bed joint as weep hole, continuous, in accord with manufacturer's written instructions, other wall openings, other locations indicated. Splicing to achieve flashing width is prohibited unless flashing detail requires material wider than normally manufactured. Extend flashing 6" minimum, beyond opening, each side without stretching flashing material. Lap end joints 6" minimum; seal joints completely with specified flashing adhesive or tape. Fold flashing ends at end of openings or horizontal flashing terminations to form end dam. Install flashing tight against backup wall and veneer shelf or steel lintel and set in a continuous layer of polyether sealant. Top of flashing to be at least 2 inches above cavity drainage material and steel lintels.
20146B 04200-9 UNIT MASONRY
Install drip edge flashing and hold bottom of thru wall flashing back from face of veneer by ½ inch. Set termination bar into a bead of sealant at top of flashing and fasten through top of flashing. Fold ends of flashing at end of opening to form dam. Inside corners: Folded, not cut: Make in industry accepted manner using outside corner and splice material or buy from manufacturer. Outside corners: Make in industry accepted manner using outside corner and splice material or buy from manufacturer. Patch minor punctures with tape or adhesive and material in accord with manufacturer's installation instructions. Replace ripped, torn, or severely damaged flashing with new material.
3.11 LINTELS A. Install lintels over openings as shown on Drawings. B. Provide a minimum of a brick angle lintel at all openings in the brick veneer greater than 8 inches wide.
3.12 COLD WEATHER CONSTRUCTION PROCEDURE A. Where ambient temperatures are below 40 degrees F or anticipated to drop below 40°F within 24 hours, provide "weather protection" for the masonry under construction and use heat sources to maintain temperatures above 40 degrees F within the enclosure. Maintain the heated enclosure for a minimum of 24 hours after construction. B. Heat mortar sand or mixing water to produce mortar temperatures between 40 degrees F and 90 degrees F at the time of mixing. Maintain mortar above freezing until used in masonry. C. Temperature of stored masonry units shall not be less than 20 degrees F when laid in the masonry. D. Provide a High/Low thermostat within the enclosure or at the work.
3.13 HOT WEATHER CONSTRUCTION PROCEDURE A. When the ambient temperature exceeds 90 degrees F: Lightly wet the mortar bedding surface areas. Keep mortar moist, and do not string out on the wall so far ahead of units being placed that drying will take place prior to placement of units. After the units are in place, a very light fog spray shall be applied sufficient times during the first 24 hours for proper curing. B. Provide a High/Low thermostat within the enclosure or at the work.
END OF SECTION
20146B
04500-1
SECTION 04500
MASONRY RESTORATION AND CLEANING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS A. Drawings, photos and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section.
1.2 DESCRIPTION OF WORK A. Extent of masonry restoration work is indicated on drawings and photos. B. Masonry restoration work includes the following: Tuckpointing mortar joints where shown. Brick cleaning all surfaces. Brick sealing all surfaces. Finial cleaning
1.3 QUALITY ASSURANCE A. Restoration Specialist: Work must be performed by a firm having not less than 5 years successful experience in comparable masonry restoration projects and employing personnel skilled in the restoration processes and operations indicated. B. Repointing: Prepare 2 separate sample areas of approximately 2 feet high by 2 feet wide for each type of repointing required, one for demonstrating methods and quality of workmanship expected in removal of mortar from joints and the other for demonstrating quality of materials and workmanship expected in pointing mortar joints appearance to adjacent existing joints. The intent of the new pointing work is to match cleaned existing mortar. Newly pointed areas shall be consistent with existing adjacent mortar joints for color and texture.
1.4 SUBMITTALS A. Product Data: Submit manufacturer's technical data for each product indicated including recommendations for their application and use. Include test reports and certifications substantiating that products comply with requirements. B. Samples: Submit, for verification purposes, samples of the following: Each new exposed masonry mortar to be used for replacing existing materials. Include in each set of samples the full range of colors and textures to be expected in completed work. Each type of chemical cleaning material data. Each type of chemical clear sealer provide manufacturers data. Stone masonry patching materials product data and application instructions
1.5 DELIVERY, STORAGE AND HANDLING A. Deliver materials to site in manufacturer's original and unopened containers and packaging, bearing labels as to type and names of products and manufacturers.
20146B 04500-2 MASONRY RESTORATION AND CLEANING
B. Protect masonry restoration materials during storage and construction from wetting by rain, snow or ground water, and from staining or intermixture with earth or other types of materials. C. Protect grout, mortar and other materials from deterioration by moisture and temperature. Store in a dry location or in waterproof containers. Keep containers tightly closed and away from open flames. Protect liquid components from freezing. Comply with manufacturer's recommendations for minimum and maximum temperature requirements for storage.
1.6 PROJECT CONDITIONS A. Do not repoint mortar joints or repair masonry unless air temperatures are between 40 deg.F (4 deg.C) and 80 deg.F (27 deg.C) and will remain so for at least 48 hours after completion of work. B. Prevent grout or mortar used in repointing and repair work from staining face of surrounding masonry and other surfaces. Remove immediately grout and mortar in contact with exposed masonry and other surfaces. C. Protect sills, ledges and projections from mortar droppings.
1.7 SEQUENCING/SCHEDULING A. Perform masonry restoration work in the following sequence: Chemically clean brick, cut stone and rough cut stone masonry Rake out existing mortar from joints indicated to be repointed. Repoint existing mortar joints of masonry indicated to be restored. Chemically seal brick, cut stone and rough cut stone masonry. Caulk stone joints specified under Section 07900
PART 2 - PRODUCTS
2.1 MASONRY MATERIALS A. Mortar materials Hydrated Restoration Mortar: Type N Colored Mortar Aggregate: Natural or manufactured sand selected to produce mortar color to match adjacent existing mortar color. For pointing mortar provide sand with rounded edges. Match size, texture and gradation of existing mortar as closely as possible. Colored Mortar Pigment: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with record of satisfactory performance in masonry mortars. Water: Clean, free of oils, acids, alkalis and organic matter.
2.2 CLEANING MATERIALS AND EQUIPMENT A. Limestone Cleaner: Manufacturer's as indicated below for cleaning for cut and rough cut limestone. B. Approved Manufactures Sika Corporation ProSoCo Inc. (Used as standard) Thuro
20146B 04500-3 MASONRY RESTORATION AND CLEANING
C. Materials: The specified cleaning application is a three- (3) step process requiring all of the following products. ProSoCo Sure Klean products are used as a standard. Equal products for each application by Sika or Thuro are acceptable for cut stone and rough cut rubble stone: D. For Brick Masonry ProsoCo Sure Klean Restoration Cleaner E. For spot problem stains where required Product: Subject to compliance with requirements, provide "Sure Klean Limestone Restorer", ProSoCo, Inc. F. Water for Cleaning: Clean, potable, free of oils, acids, alkalis, salts, and organic matter. Warm Water: Heat water to temperature of 140 deg.F 180 deg.F (60 deg.C 82 deg.C). G. Brushes: Fiber bristle only. H. Spray Equipment: Provide equipment for controlled spray application of water and chemical cleaners, if any, at rates indicated for pressure, measured at spray tip, and for volume. For spray application of chemical cleaners provide low pressure tank or chemical pump suitable for chemical cleaner indicated, equipped with cone shaped spray tip. For spray application of water provide fan shaped spray tip which disperses water at angle of not less than 15 degrees.
2.3 POINT MORTAR MIXES A. General: Measurement and Mixing: Measure cementitious and aggregate material in a dry condition by volume or equivalent weight. Do not measure by shovel, use known measure. Mix materials in a clean mechanical batch mixer. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together before adding any water. Then mix again adding only enough water to produce a damp, unworkable mix, which will retain its form when, pressed into a ball. Maintain mortar in this dampened condition for 1 to 2 hours. Add remaining water in small portions until mortar of desired consistency is reached. Use mortar within 30 minutes of final mixing; do not retemper or use partially hardened material. Colored Mortar: Produce mortar of color required by use of selected ingredients. Do not adjust proportions without Architect's approval.
2.4 CHEMICAL SEALERS A. Chemical penetrating sealer is for brick, cut stone and rough cut stone. Is to be one of the following. ProsoCo Siloxane PD Sika Corporation Silane/ Siloxane water repellant Throro Silane/siloxane water repellant
2.5 WATER REPELLENT & GRAFFITI MANAGEMENT A. Water repellent and graffiti management sealer is for brick, concrete block, concrete,
20146B 04500-4 MASONRY RESTORATION AND CLEANING
and natural stone. Sika Corporation, Sikagard Anti-Graffiti Diedrich Technologies, 333 Omegaseal Water Repellent & Graffiti Management Or approved equal
PART 3 - EXECUTION
3.1 MASONRY CLEANING A. Preparation General: Comply with recommendations of manufacturers of chemical cleaners for protecting building surfaces against damage from exposure to their products. Protect persons, motor vehicles, surrounding surfaces of building whose masonry surfaces are being restored, building site, mask windows and window frames. Prevent chemical cleaning solutions from coming into contact with pedestrians, motor vehicles, landscaping, buildings and other surfaces, which could be injured by such contact. Do not clean masonry during winds of sufficient force to spread cleaning solutions to unprotected surfaces. Dispose of run off from cleaning operations by legal means and in manner which prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors. Erect temporary protection covers over pedestrian walkways and at points of entrance and exit for persons and vehicles, which must remain in operation during course of masonry restoration work. Protect glass and unpainted metal trim from contact with chemical cleaners by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. Apply masking agent to comply with manufacturer's recommendations. Do not apply liquid masking agent to painted or porous surfaces. B. Chemical Cleaner Application Methods: General: Apply chemical cleaners to masonry surfaces to comply with chemical manufacturer's recommendations using brush or spray application methods, at Contractor's option, unless otherwise indicated. Do not allow chemicals to remain on surface for periods longer than that indicated or recommended by manufacturer. C. Cleaning Application for Brick Masonry: Apply chemical cleaner with low pressure sprayer (100 psi) Allow to remain on brick for 3 to 5 minutes. Scrub tough stains with stiff bristle brush. Rinse with high-pressure washer (500 to 1200 psi).
Note: during the entire applications process the lower masonry areas must be continuously rinsed to avoid rundown staining of adjacent brick and stone masonry.
20146B 04500-5 MASONRY RESTORATION AND CLEANING
3.2 REPOINTING EXISTING MASONRY A. Joint Raking: Rake out mortar from joints to depths equal to 2 1/2 times their widths but not less than 3/4" nor less than that required to expose sound, unweathered mortar. Remove mortar from masonry surfaces within raked out joints to provide reveals with square backs and to expose masonry for contact with pointing mortar. Brush, vacuum or flush joints to remove dirt and loose debris. Do not spall edges of masonry units or widen joints. Replace any masonry units, which become damaged. Cut out old mortar by hand with chisel and mallet, unless otherwise indicated. Power operated rotary hand saws and grinders will be permitted but only on specific written approval of Architect based on submission by Contractor of a satisfactory quality control program and demonstrated ability of operators to use tools without damage to masonry. Quality control program shall include provisions for supervising performance and preventing damage due to worker fatigue. B. Joint Pointing: Rinse masonry joint surfaces with water to remove any dust and mortar particles. Time application of rinsing so that, at time of pointing, excess water has evaporated or run off, and joint surfaces are damp but free of standing water. Apply first layer of pointing mortar to areas where existing mortar was removed to depths greater than surrounding areas. Apply in layers not greater than 3/8" until a uniform depth is formed. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. After joints have been filled to a uniform depth, place remaining pointing mortar in 3 layers with each of first and second layers filling approximately 2/5 of joint depth and third layer the remaining 1/5. Fully compact each layer and allow to become thumbprint hard before applying next layer. Where existing bricks have rounded edges recess tool final layer slightly back from face of brick. Take care not to spread mortar over edges onto exposed masonry surfaces, or to featheredge mortar. When mortar is thumbprint hard, tool joints to match original appearance of joints, unless otherwise indicated. Remove excess mortar from edge of joint by brushing. Cure mortar by maintaining in a damp condition for not less than 72 hours. Where repointing work precedes cleaning of existing masonry allow mortar to harden not less than 30 days before beginning cleaning work. Owner shall have the right to perform periodic tests to verify depth of repointing. Contractor shall repair with like materials area where mortar has been removed to ascertain depth of repointing.
3.3 FINAL CLEANING A. After mortar has fully hardened thoroughly clean exposed masonry surfaces of excess mortar and foreign matter using stiff nylon or bristle brushes and clean water, spray applied at low pressure. B. Use of metal scrapers or brushes will not be permitted. C. Use of acid or alkali cleaning agents will not be permitted.
20146B 04500-6 MASONRY RESTORATION AND CLEANING
3.4 MASONRY SEALING (UNPAINTED BRICK MASONRY ONLY) A. Protection: mask windows and window frames as sealer is being applied. B. Do not apply sealer in windy when air temperature is above 95 degrees F C. Test each surface to be covered. Wet each surface with as a test too determine suitability and results. Wet surfaces without creating drip or rundowns. D. Spray apply from bottom up creating 4 t0 8 inch rundown below the spray contact point. Brush out heavy runs and drips that do not penetrate. E. Treated surfaces are dry too tough in one hour and protect from rain for six hours following application.
END OF SECTION
20146B 05500-1
SECTION 05500
METAL FABRICATIONS
GENERAL
SECTION INCLUDES Steel shapes Surface preparation, shop coatings and galvanizing
SUBMITTALS Submit complete shop drawings showing fabrication, welding, connections, erection, finishes, materials and dimensions including plans, elevations, sections and details of all metal fabrications and connections and location of item in structure. Photocopies of Contract Drawings, in whole or part, will not be accepted as shop drawings. Submit product data in accordance with the provisions of Section 01340. Submit certification from galvanizer stating that galvanizing is in accordance with Specifications.
QUALITY ASSURANCE Conform to AISC Manual of Steel Construction for the design, fabrication and erection of steel. Conform to AWS D1.1/D1.1M for welding of steel.
COORDINATION The Contractor shall coordinate with the work of other Sections. Verify at the site both the dimensions and the work of other trades adjoining items before fabrication and installation of items herein specified. Furnish to the pertinent trades all items included under this Section that are to be built into the work of other Sections.
FIELD MEASUREMENTS Field measurements shall be taken at the site to verify or supplement indicated dimensions and to insure proper fitting of all items. Templates of channel and tank configuration shall be made for the installation of grating or checkered plate for the areas to be covered.
DELIVERY, STORAGE, HANDLING Coordinate delivery of products. Protect products from damage prior to and after installation. Remove damaged material from the site.
PRODUCTS
STEEL SHAPES Materials: Angles (“L” shapes): ASTM A36/A36M
20146B 05500-2 METAL FABRICATIONS
Plates: ASTM A572/A572M (Grade 50) Finish: Hot-Dipped Galvanized: ASTM A123
FASTENERS Concrete anchorage: Anchor Rods: Material: ASTM F1554 Grade 55 Finish: Hot-Dipped Galvanized ASTM A153 Bolted Joints: Steel Fabrications (specified in this Section): Bolts: ASTM F3125 Grade A325 Type 1, Style Heavy Hex [Grade F1852 Type 1 (twist-off tension control assemblies)] Nuts: ASTM A563 Heavy Hex. Washers: ASTM F436. Finish: Painted for painted steel fabrications and hot-dipped galvanized for hot-dipped galvanized steel fabrications (ASTM A153) Stainless Steel Fabrications: Stainless Steel ASTM F593 & F594 Alloy Group 2 (Type 316). Provide all fasteners with nuts, flat washers and lock washers of the same material as the anchors or bolts. Provide beveled washers for sloped surfaces. Provide a minimum of 2 fasteners per connection.
EXECUTION
FABRICATION All miscellaneous metal members shall fit closely together and shall be straight and true, and the finished work shall be free from burrs, bends, twists, and open joints. Tolerances: Squareness: 1/8-inch maximum difference in diagonal measurements. Maximum Offset between faces: 1/16-inch. Maximum misalignment of adjacent members: 1/16-inch. Maximum Bow: 1/8 inch in 48 inches. Maximum Deviation from Plane: 1/16 inch in 48 inches. All holes, angles, supports, and braces shall be provided as required. Except as otherwise indicated on the drawings, gusset plates shall have a minimum thickness of 3/8 inch. Holes shall be made in steel members for attachment of wood blocking, nailers, etc. Holes shall be sized to suit the fasteners indicated on the drawings: where size and spacing are not indicated, holes shall be 9/16-inch diameter, at 3 feet o.c. Sheared and thermal cut edges shall be true to line and free from rough corners and projections. Re-entrant cuts/corners shall be filleted to a radius of not less than ½ inch. Holes shall be punched, subpunched and reamed, or drilled in accordance with AISC "Specifications for Structural Steel." Holes shall not be made by torch cutting. Holes shall be 1/16 inch larger than the nominal bolt diameter, except holes for cast- in-place anchor bolts which shall be 5/16 inch larger than the nominal bolt diameter and as otherwise shown on the Drawings.
20146B 05500-3 METAL FABRICATIONS
Bent plate shall be in accordance with AISC "Minimum Radius for Bending."
GALVANIZING Acceptable manufacturers: Duncan Galvanizing, Everett, MA Connecticut Galvanizing, Glastonbury, CT V&S Taunton Galvanizing, LLC, Taunton, MA All galvanizing processes, materials and systems described herein are based on Duncan Galvanizing, Everett, MA. Equivalent systems by other galvanizing plants will be permitted provided they meet the requirements of the Specification. Provide hot-dipped galvanizing coatings to all structural steel and hardware as indicated on the Drawings and herein. Galvanizing coating shall consist of one of the following products: Duragalv
Duragalv Duragalv coating shall consist of a zinc rich galvanized coating surface without additional finishes. Hot-dip galvanize all fabricated items in accordance with ASTM A123 and hardware items in accordance with ASTM A153. Prior to galvanizing, drill vent and drain holes in hollow steel shapes as required by the galvanizer. Galvanizing process shall consist of the following steps: Degreasing - Immerse the steel in an acid degreasing bath or caustic solution in order to remove the dirt, oil, and grease from the surface of the steel. After degreasing, the steel is rinsed with water. Pickling – Immerse the steel in an acid tank filled with either hydrochloric or sulfuric acid, which removes oxides and mill scale. After all oxidation has been removed from the steel, it is again rinsed with water. Fluxing - Immerse the steel in an acid tank filled with a combination of zinc chloride and ammonium chloride. The flux shall clean the steel of all oxidation developed since the pickling of the steel and to create a protective coating to prevent the steel from any oxidizing before entering the galvanizing kettle. After being immersed in the Degreasing, Pickling, and Fluxing tanks, the surface of the steel shall be completely free of any oxides and any other contaminants that might inhibit the reaction of the iron and liquid zinc in the galvanizing kettle. Galvanizing – The galvanizing process shall include the following steps: Immerse the steel in a galvanizing kettle containing liquid zinc. The zinc shall be at least 98% pure and shall be heated to a temperature ranging from 820-860 F, at which point the zinc is in its liquid state. The steel products shall be immersed into the galvanizing kettle and remain in the kettle until the temperature of the steel has reached the temperature required to form a hot-dip galvanized coating. Once the inter-diffusion reaction of iron and zinc is completed, the
20146B 05500-4 METAL FABRICATIONS
steel product is withdrawn from the zinc kettle. Excess zinc shall be removed by draining or vibrating. The finished product shall be inspected by using a variety of simple physical and laboratory tests to determine thickness, uniformity, adherence and appearance. Fill vent holes after galvanizing, if applicable, and grind smooth. Galvanize items after assembly when possible. Galvanizing shall provide a visually acceptable coating and shall be free of lumps, globules, sharp edges or heavy deposits which will interfere with intended use or aesthetic appearance of materials. The Galvanized surface shall exhibit a rugosity (smoothness) of 4 rug or less (16-20 microns of variation) when measured by a profilometer over a 1-inch straight line on the surface of elements that are less than 24 pounds per running foot. Profilometer shall be capable of operating in 1 micron increments. Warranty: Provide galvanizer's standard warranty stating that finished galvanized surfaces will be free from 10 percent or more visible rust for 20 years.
Galvanizing Thickness The minimum thickness of zinc coating (in ounces/square foot) on steel shapes shall conform to Table 1 below:
Table 1 - Zinc Coating Thickness (oz/sf) Metal Thickness (in) Steel Shape 1/16 -1/8 1/8 -3/16 3/16 -1/4 >1/4 Shapes and Plates 1.0 1.7 2.0 2.3 Strips and Bars 1.0 1.7 2.0 2.3 Pipe and Tube 1.0 1.7 1.7 1.7
20146B 05500-1
The minimum thickness of zinc coating (in ounces/square foot) on steel fasteners shall conform to Table 2 below:
Table 2 - Zinc Coating Thickness (oz/sf) Fastener Average of Individual Specimen Specime n Class A – Castings: Malleable Iron and Steel 2.0 1.8 Class B – Rolled, pressed and forged articles B1 - 3/16-inch and over in thickness and over 2.0 1.8 15 inches in length B2 - Under 3/16-inch in thickness and over 15 1.5 1.25 inches in length B3 – Any thickness and 15 inches and under in 1.3 1.1 length Class C - Fasteners over 3/8-inch diameter. 1.25 1.0 Washers 3/16 inch and ¼ -inch thick Class D - Fasteners 3/8-inch and under in diameter, 1.0 0.85 rivets and nails. Washers under 3/16-inch in thickness
Touch up and repair: After erection, touch-up all damaged galvanized and coated surfaces and field welds as follows: Unless otherwise indicated, all touch up and repairs to galvanized surfaces shall be in strict accordance with the manufacturer’s recommendations. Surfaces to be reconditioned with zinc-rich paint shall be clean, dry, and free of oil, grease and corrosion. Areas to be repaired shall be power disc sanded to bright metal. To ensure that a smooth reconditioned coating can be effected, surface preparation shall extend into the undamaged galvanized coating. At galvanized surfaces, apply organic zinc repair paint complying with requirements of ASTM A780. Galvanizing repair paint shall have 65-95 percent zinc by weight. The paint shall be spray applied in multiple coats until a dry film thickness of 4-6 mils minimum has been achieved. Coating thickness shall be verified by measurements with a magnetic or electromagnetic gauge. Repair Paint: ZIRP by Duncan Galvanizing Or equivalent
CLEANING Clean surfaces of all work of this section as well as the areas in the vicinity.
PROTECTION Protect installed work from: Splatter or debris from adjacent construction.
20146B 05500-6 METAL FABRICATIONS
Excess construction loading and use.
END OF SECTION
20146B 06100-1
SECTION 06100
ROUGH CARPENTRY
GENERAL
SECTION INCLUDES All rough lumber, including wood nailers, posts, plates, blocking, strapping, and lumber bases for mechanical and electrical equipment Plywood Sheathing Rough hardware, such as nails, bolts, screws, clips, as required to install rough carpentry work. Lumber Preservatives
REFERENCES American Wood Protection Association (AWPA) u1 - Use Category System - User Specification for Treated Wood. Plywood shall conform to American Plywood Association APA Grade trademark and Product Standard PS-l.
QUALITY ASSURANCE All lumber except as otherwise specified herein shall: Be new, dressed 4 sides (S4S), clean, and free from warping and other defects. Conform to U. S. Department of Commerce Simplified Practice Recommendations R-l6 for sizes and use Classifications. Have a moisture content not exceeding l9 percent when delivered to the project. National Forest Products Association - "National Design Specification for Wood Construction - 2005 including Design Values for Wood Construction". Plywood shall conform to American Plywood Association APA Grade Trademark and Product Standard PS-1.
SUBMITTALS Submit product data under provision of Section 01340. Submit lumber species and grade. Submit plywood thickness, grade and structural type. Submit hardware and hangers indicated on the Drawings.
DELIVERY, STORAGE, AND HANDLING Store all materials in an elevated dry location, protected by waterproof coverings. Do not store within the building until masonry, concrete, and other such wet work has been completed and allowed to dry.
PRODUCTS
LUMBER TREATMENTS Preservative Treatments: All dimension lumber, wood blocking and nailers which will be embedded in or in contact with concrete and masonry or concealed by roofing,
20146B 06100-2 ROUGH CARPENTRY
flashing and the air barrier system and any wood indicated on the drawings as preservative treated (PT) shall be treated with waterborne preservatives in accordance with AWPA Standard U1 to the requirements of Category 2 (UC2). Brush Preservative Treatment: Brush coat all end cuts after cutting with treatment equal to above. Apply in two heavy coats on all surfaces prior to installation of lumber.
MATERIALS All dimensional lumber to be used in exterior and bearing walls shall be Spruce-Pine- Fir No. 2 or better unless indicated otherwise on the Structural Drawings. Nailers, blocking, equipment bases, and all other lumber of actual l-l/2 inches or greater thickness - Douglas fir, spruce, pine, number two (2) or better, unless indicated otherwise on the Structural Drawings. Furring and other lumber less than l-l/2 inches in thickness - No. 2 spruce or Douglas fir. Blocking less that 1-1/2" in thickness - exterior grade plywood. Plywood Sheathing - Shall be thicknesses, exposure rating and structural type indicated on the Drawings.
EXECUTION
TEMPORARY BRACING Provide and maintain, until such time as permanently built into the structure, all temporary bracing for walls, door frames, sills, and other work requiring bracing and which is not specified as being provided under other SECTIONS of the specifications.
PROTECTION Do such work as is necessary to cover and protect all finishes and other work from damage during construction.
NAILERS AND BLOCKING Fasten nailers and blocking to concrete and masonry with specified bolts, as shown on Drawings. Space bolts not over 32 inches on centers. Stagger lines of bolts on nailers wider than nominal 3-1/2 inch width. Use not less than two (2) bolts per piece of nailer length. Counterbore nailers so that nut and ends of bolts are recessed below top surface. Install wood shims behind nailers and blocking against masonry, as required, to ensure completely true surface.
FRAMING AND SHEATHING Install wood studs and other framing as indicated on the Drawings. Install plywood sheathing, stagger all joints and block all edges with 2x6. Nailing shall be as per the nailing schedule. All plywood shall be installed such that the long direction is perpendicular with the main framing members.
END OF SECTION
20146B 07311-1
SECTION 07311
ASPHALT SHINGLES
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Asphalt Shingles B. Underlayment C. Ridge Vents D. Vent stack roof flashing E. Drip Edge F. Aluminum Roof Flashing
1.2 REFERENCES A. ASTM A 653/A 653M – Standard Specification for Steel Sheets, Zinc-Coated (Galvanized) or Zinc-Iron-Alloy-Coated (Galvannealed) by the Hot-Dip Process B. ASTM B 209 – Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate C. ASTM B 370 – Standard Specification for Copper Sheet and Strip for Building Construction. D. ASTM D 225 – Standard Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules. E. ASTM D 226 – Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. F. ASTM D 1970 – Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials used as Steep Roofing Underlayment for Ice Dam Protection. G. ASTM D 3018 – Standard Specification for Class A Shingles Surfaced with Mineral Granules. H. ASTM D 3161 – Standard Test Method for Wind Resistance of Asphalt Shingles (Fan-Induced Method). I. ASTM D 3462 – Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. J. ASTM D 4586 – Standard Specification for Asphalt Roof Cement, Asbestos-Free. K. ASTM D-4869 – Standard Specification for Asphalt-Saturated Organic Felt Shingle Underlayment Used in Roofing. L. ASTM D 6757 – Standard Specification for Inorganic Underlayment for Use with Steep Slope Roofing Products. M. ASTM D7158 – Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) N. ASTM E 108 – Standard Test Methods for Fire Test of Roof Coverings O. ASTM G 21 – Determining Resistance of Synthetic Polymers to Fungi
1.3 SUBMITTALS A. Submit product data under provisions of Section 01340.
20146B 07311-2 ASPHALT SHINGLES
B. Submit one shingle in each color available. C. Manufacturer's printed literature for review (CSI "Spec-Data" sheet or equivalent) stating product information correlated to specified requirements. D. Copies of the manufacturer's specifications and installation instructions.
1.4 QUALITY ASSURANCE A. Installer Minimum Qualifications: Installer shall be licensed or otherwise authorized by all federal, state and local authorities to install all products specified in this section. Installer shall perform work in accordance with NRCA Roofing and Waterproofing Manual. Work shall be acceptable to the asphalt shingle manufacturer. B. Maintain one copy of manufacturer’s application instructions on the project site. C. Store Products in manufacturer’s unopened packaging until ready for installation. D. Deliver shingles to site in manufacturer’s unopened labeled bundles. Promptly verify quantities and conditions. Immediately remove damaged products from site.
1.5 PROJECT CONDITIONS A. Proceed with installing asphalt shingles only when existing and forecasted weather conditions will permit work to be performed according to manufactures’ recommendations and warranty requirements, and when substrate is completely dry. Roofing shall not be applied when ambient air and substrate temperatures are less than 40 deg F. B. Do not begin roofing installation until substrate has been inspected and determined to be in satisfactory condition in accordance with manufactures warranty requirements. All surfaces shall be smooth, dry, clean and free of sharp edges, loose or foreign materials, oil or grease. No work shall proceed when moisture is present on the roof or substrate material. C. Underlayment shall not be left exposed for more than 30 days per the manufactures requirements. Material left exposed for more than 30 days shall be removed and replaced.
1.6 WARRANTY A. Manufacturer’s Warranty: Furnish shingle manufacturer’s warranty for the product listed below: Lifetime limited warranty.
PART 2 - PRODUCTS
2.1 SHINGLE MANUFACTURERS A. Certainteed B. Owens Corning C. GAF D. Or equal.
2.2 UNDERLAYMENT A. W.R. Grace B. Carlisle Companies
20146 07311-3 ASPHALT SHINGLES
C. Or equal
2.3 MATERIALS A. Shingles - Fiberglass Asphalt Base ASTM D3018 Type 1 – Self-Sealing UL Certification of ASTM D3462, ASTM D3161/UL997 " Class "H" Wind Resistance and UL Class A Fire Resistance, glass fiber mat base, ceramically colored/UV resistant mineral surface granules across entire face of shingle; algae-resistance; two piece laminate shingle; Color as selected by Architect. Certainteed Corporation; Landmark Premium Owens Corning; Duration GAF Timberline HD B. Underlayment: Ice and Watershield; ASTM D1970 sheet barrier of self-adhering rubberized asphalt membrane shingle underlayment having internal reinforcement and “split” back plastic release film; provide material warranty equal in duration to that of shingles being applied as recommended by manufacturer. Asphalt Felt; ASTM D226 non-perforated felt roofing paper. C. Ridge Vents – 12” Shingle topped ridge vent with 18 square inches net free vent area per lineal foot. D. Nails – Standard round wire type roofing nails; Hot dipped galvanized of length adequate to penetrate plywood deck, and having a minimum 11 or 12 gage shank diameter and minimum head diameter of l/2 inch. E. Drip Edge – ASTM B209 0.025 thick aluminum, prefinished, formed as detailed on the Drawings. F. Roof Flashing - 0.024- thick aluminum, prefinished, as detailed on the Drawings. G. Vent Pipe Flashing – Pipes penetrating shingle roof shall have self-sealing neoprene collar with aluminum flashing. H. Aluminum Soffits - 0.032 Aluminum 12-inch wide vee panel, vented or solid as I. Roof Flashing - Copper, Domestic manufacture, conforming to ASTM Designation B152, rolled from copper conforming to ASTM Designation B5. Unless otherwise shown on the Drawings or specified, the weight of copper shall be 16 ounces per square foot. All copper to be lead-coated shall be in accordance with ASTM B101, Class A, Standard. J. Roof flashing at roof curbs on pitched roofs - 0.032-inch mill finished Aluminum. Stepped and full height of the roof curb. K. All formed sheet metal flashing and trim shall conform to "Sheet Metal and Air Conditioning Contractors National Association, Inc. - Architectural Sheet Metal Manual". L. Hem all exposed edges.
PART 3 - EXECUTION
3.1 PRE-INSTALLATION CONDITIONS A. The Contractor shall be responsible for the providing of proper receiving surfaces for roofing and flashing items. Inspect all surfaces receiving roofing and flashing work and correct all defects or other characteristics in the new receiving surfaces which
20146 07311-4 ASPHALT SHINGLES
may be detrimental to the installation and performance of the items to be furnished and installed hereunder. Do not commence work until defects have been corrected. Commencement of roofing and flashing work shall constitute acceptance by the Contractor of surface conditions. The Contractor shall be responsible for leakages in roof and flashed surfaces and any other defects in these surfaces. B. Ensure that all openings through the roof decks for fans, vents, and other such items, have been either temporarily or permanently covered, to prevent the entry of water into the building, prior to commencing the Work. C. Have sufficient materials on the project to complete each day's work. The complete roofing system for any one section of the roof, must be finished by the end of each day. Phased roofing operations will not be permitted. Do not leave shingles exposed to the weather overnight or when inclement weather is imminent.
3.2 UNDERLAYMENT INSTALLATION A. Comply with underlayment manufactures’ written installation instructions applicable to products and applications indicated. B. Install Self-Adhering sheet underlayment per manufactures requirements 3 ½ inch side lap and 6-inch head a lap. Stagger 24 inches between courses; and as indicated below. At eaves, provide 66-inches (two rows with 6-inch side laps). At rakes, provide 36-inches (one row). At valleys, provide 96-inches centered on the valley (three rows with 6-inch side laps). At ridges and hips provide 66-inches centered on the ridge (two rows with 6- inch side laps). At all roof penetrations, 36 inches an all directions. At additional locations, as indicated on the Drawings. C. Install felt underlayment laid in a shingled pattern overlapping half the width of each sheet. Install with a six-inch lap over ice and snow guard. Nail with specified nails spacing not to exceed l2 inches in any direction.
3.3 FLASHING INSTALLATION A. Drip Edge: install beneath underlayment and fasten to roof deck. Pipe Flashing: Form flashing around pipe penetrations and asphalt shingles. Fasten and seal to shingles as recommended by the manufacture. B. Install ice and water shield 12-inches around the base of all roof curbs and full height of the curb. C. Cover all exposed ice and water shield at the roof curbs with formed aluminum stepped flashing (full height). Set flashing in sealant and secure to the roof curb.
3.4 SHINGLE INSTALLATION A. Apply shingles in strict accordance with the shingle manufacturer's instructions and recommendations. B. Install starter strip along lowest roof edge, consisting of asphalt shingle strip with tabs removed with self-sealing strip face up at roof edge. C. Extend asphalt shingles ¼-inch over fascia drip edge at eaves. D. Install asphalt shingles stair-stepping across the roof deck with manufactures
20146 07311-5 ASPHALT SHINGLES
recommended offset pattern, maintaining uniform exposure. E. Fasten asphalt shingles with a minimum of six nails per shingle, nails long enough to penetrate plywood sheathing. Ridge Vent: Install continuous ridge vent over asphalt shingels according to manufactures instructions. Run full length of ridge. Fasten with roofing nails of sufficient length to penetrate sheathing. F. Ridge Cap Shingles: Maintain same exposure of cap shingles as roofing shingle exposure. Lap cap shingles at ridges to shed water away from direction of prevailing winds. Fasten with roofing nails of sufficient length to penetrate sheathing. Fasten ridge cap shingles to cover ridge vent without obstructing airflow.
3.5 CLEANING A. At the completion of the Work, clean and remove from the site, all rubbish and accumulated materials and leave the Work in a satisfactory condition. B. Clean, remove, or replace, as directed by the Engineer, all stains and/or damage to the exterior finish of building caused by faulty workmanship and/or improper handling of materials in regard to the installation of roofing and flashing work.
END OF SECTION
20146
07500-1
SECTION 07500
EPDM ROOFING SYSTEMS
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Removal of existing roof system B. Roofing Air Barrier C. Rigid Roofing Insulation D. Cover Board E. Mechanical Fasteners and Insulation Plates F. Insulation Adhesive G. Single-ply EPDM fully adhered roofing system. H. New Work on Existing Roofs. I. Aluminum Coping J. Aluminum Fascia
1.2 REFERENCES A. Underwriter's Laboratory (UL) B. ASTM C1177/C1177M – Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. C. ASTM D297 - Test Method for Rubber Products. D. ASTM D412 - Test Methods for Rubber Properties in Tension. E. ASTM D471 - Test Method for Rubber Property - Effect of Liquids. F. ASTM D573 - Test Method for Rubber - Deterioration in an Air Oven. G. ASTM D624 - Test Method for Rubber Property - Tear Resistance. H. ASTM D746 - Test Method for Brittleness Temperature of Plastics and Elastomers by Impact. I. ASTM D1149 - Test Method for Rubber Deterioration - Surface Ozone Cracking in a Chamber. J. ASTM D1621 - Test Method for Compressive Properties of Rigid Cellular Plastics K. ASTM D1622 - Test Method for Apparent Density of Rigid Cellular Plastics L. ASTM D2042 - Test Method for Solubility of Asphalt Materials in Trichloroethylene M. ASTM D2240 - Test Method for Rubber Property - Durometer Hardness. N. ASTM D3273 – Standard Test Method for Resistance to Growth of Mold on the Surface Interior Coatings in an Environmental Chamber. O. ASTM D4637 - Standard Specifications for EPDM sheet used in single ply roof membrane. P. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials Q. ASTM E96 - Test Method for Water Vapor Transmission of Materials. R. ASTM F 1869 - Anhydrous Calcium Chloride Test. S. ASTM F 22170 - Relative Humidity Probe. T. CAN/ULS-5770 - Long Term Thermal Resistance (LTTR) of Closed-Cell Thermal Insulation Foams.
20146 07500-2 EPDM ROOFING SYSTEMS
1.3 PERFORMANCE REQUIREMENTS A. Provide labeled materials which have been tested and listed by UL for application indicated, with the following rating for roof slopes shown, "Class A" rated materials. B. Certified Test Results: Test reports from an independent testing laboratory, attesting that products meet the specified test requirements. C. The completed installation shall be inspected and approved by a representative from the roofing manufacturer. All deficiencies noted in this inspection shall be corrected at no additional cost to the Owner.
1.4 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Submit specifications, installation instructions, and general recommendations for roofing system provided. C. Submit Shop Drawings of roofing configuration, insulation layout, anchorage, penetrations and large scale details. D. Submit manufacturer's certification that the roofing system and installation complies with ASCE-7 and the uplift loading criteria as indicated on the structural drawing. E. Submit a letter from the manufacture that lists each component of the roof assembly with the manufactures recommended installation. F. Submit a letter from the manufacturer verifying that they have reviewed the project and indicating that the completed installation will qualify for the warranties specified. G. For aluminum flashing and trim, submit samples of actual material indicated for the work in all colors and textures available from manufacturers full range for color selection by Architect. H. Submit details of aluminum flashing and trim. I. Submit a copy of the Roof Inspection Report(s).
1.5 QUALIFICATIONS A. Manufacturers: Obtain primary flexible sheet roofing from a single manufacturer. Provide secondary materials as recommended by manufacturer of primary materials. B. Installer: Installer shall be certified in writing by the manufacturers as a licensed or approved installer of the system specified. C. Work on existing roofs shall be done by a Contractor who is certified by the manufacturer of the existing roof system.
1.6 QUALITY ASSURANCE A. Field measurements shall be taken prior to fabrication to assure symmetry and verify as built conditions. B. All sheet metal flashing and trim shall be fabricated and installed in accordance with the recommendations in the SMACNA - Architectural Sheet Metal Manual. C. All materials shall be installed with concealed starter cleats and splice plates to accommodate thermal movement. Exposed through nailing or face nailing is not allowed. D. Hem all exposed edges.
20146B 07500-3 EPDM ROOFING SYSTEMS
1.7 PRE-INSTALLATION CONFERENCE A. Prior to the installation of roofing and associated work, a meeting shall be held at project site with installers, manufacturers, installers of related work, the General Contractor and Owner's representative. General Contractor shall record discussions and agreements and furnish copy to each participant. Provide at least 72-hours’ advance notice to participants prior to convening pre-roofing conference.
1.8 DELIVERY, STORAGE, AND HANDLING A. Manufactured roofing materials shall be delivered in manufacturer's original unopened containers or wrapping with labels intact and legible. B. Store and protect materials from damage and weather in accordance with the manufacturer's instructions. Keep materials clean and dry. Store material on raised platforms and cover top, sides and bottom C. Adhere to the special precautions of the manufacturer or as required by the general conditions, whichever is most stringent.
1.9 ENVIRONMENTAL REQUIREMENTS A. Proceed with roofing work when existing and forecasted weather conditions permit work to be performed in accordance with manufacturer's recommendations and warranty requirements.
1.10 WARRANTY A. Membrane Manufacturers Total System warranty period shall be for 15 years after date of acceptance for materials and workmanship. B. Installers guarantee period shall be for two (2) years after date of acceptance.
PART 2 - PRODUCTS
2.1 MANUFACTURERS A. Membrane and Insulation Systems Firestone Johns Manville Carlisle Versico Or Equal B. Aluminum Flashing and Trim Firestone Metal products Metal Era W.P. Hickman Co. Petersen Aluminum Corporation Or equal
2.2 RIGID INSULATION A. Rigid insulation - Rigid polyisocyanurate foam insulation laminated to a black glass reinforced mat facer. B. Compressive Strength - 20 psi ASTM D1621.
20146B 07500-4 EPDM ROOFING SYSTEMS
C. Foam Core Density - Nominal two pounds per cubic foot. D. Flame Spread - 25, ASTM E84. E. Moisture Vapor Transmission - 1.0 per inch, ASTM E96. F. Long Term Thermal Resistance (LTTR) Value as specified. G. Insulation shall be 4-foot by 4-foot sheet where adhesive is used.
2.3 COVER BOARD A. High density polyisocyanurate cover boards with glass-reinforced facers. B. Panel Width - 48 inches. C. Thickness - ½ inches. D. R-Value - R-2.5. E. Compressive Strength - 100 psi.
2.4 AIR BARRIER A. Air Barrier shall be the roofing membrane manufacturer’s standard self adhering air barrier system designed for the proposed roofing system.
2.5 MECHANICAL FASTENERS A. Mechanical fasteners shall be non-corrosive coated screws with a minimum .200- inch diameter shank and .250-inch diameter thread by required length or as required by manufacturer. B. Washer plates shall be 3-inch round or square, as required by the roofing manufacturer.
2.6 MEMBRANE A. Single-ply membrane shall be ultraviolet and ozone resistant and meet the minimum requirements set forth by ASTM D4637 for type 1 non-reinforced EPDM single-ply roofing membranes and shall have the following properties:
Property Test Method Specifications
Specific Gravity ASTM-D-297 1.15 ± .05 Tensile Strength ASTM-D-412 1400 psi minimum Elongation ASTM-D-412 300 Percent minimum Tear Resistance ASTM-D-624 125 lbs/in. minimum Shore A Durometer ASTM-D-2240 60 ± 10 Ozone Resistance 7 days/100 pphm @ 100 Degrees F with 50 Percent extension ASTM-D-1149 No Cracks Heat Aging ASTM-D-573 Tensile min. 1200 psi 28 days @ 240 Degrees F Elongation min. 210 Percent Brittleness Temp. ASTM-D-746 -40 Degrees F
Resistance to Water Change in weight
20146B 07500-5 EPDM ROOFING SYSTEMS
after immersion 7 days @ 150 Degrees F ASTM-D-471 +8 Percent maximum Water vapor permeability max, perm mils ASTM-E-96 2.0 Density: 60 mils Tolerance on nominal thickness, Percent ASTM-D-412 +/-10
B. Flashing: EPDM flashing as by the membrane manufacturer. C. Color: Black. D. Prefabricated roof flashing as detailed on the Drawings. E. Membrane Bonding Adhesive: Adhesive as recommended by the membrane manufacturer. F. Miscellaneous Materials for Single-Ply Membrane: Provide manufacturers standard materials to ensure a complete installation and warranty. G. Separator Mat: As recommended by roofing manufacturer. H. Termination Bars - Rigid Aluminum Stock with Stainless Steel Fasteners. I. Splice Tape - For use in lap splicer 6-inches wide. J. Russ Strip - Reinforce Universal Securement strip as recommended by the manufacture.
2.7 METAL FLASHING AND TRIM A. Fascia - Factory fabricated .063-inch aluminum snap on gravel stop style fascia with a continuous 24-gauge G-90 galvanized steel cant dam and compression strip. Provide splice plates with matching color to control thermal movement. System 200 as manufactured by Metal Era or equal. B. Coping shall be: Prefabricated 0.063-inch aluminum. Concealed splice plasters with dual non-curing ISO CRY1 butyl seal. Prepunched anchor clips. Prefabricated corners. Perma-Tite tapered coping system.
PART 3 - EXECUTION
3.1 EXAMINATION A. Comply with manufacturers' instructions for preparation of substrate. Clean substrate of dust, debris and other substances detrimental to roofing work. B. Wood blocking at perimeter shall be installed prior to the start of roofing work. No voids greater than ¼ inch is permitted. C. There shall be no voids between adjacent boards of insulation in excess of 1/4 inch. D. Report unsatisfactory conditions to the contractor in writing. Beginning work is presumed as acceptance of all conditions as satisfactory. E. Prior to the installation of the air barrier, verify that all concrete decks are sufficiently cured and dry. Test slabs in accordance with ASTM F 1869 or F2170.
20146B 07500-6 EPDM ROOFING SYSTEMS
Tests must meet ASTM F1869 Moisture Vapor Emission Rate - less than 4 pounds per 1,000 s.f. in 24 hours and ASTM F2170 Relative Humidity less than 75%.
3.2 INSULATION AND COVER BOARD INSTALLATION A. Apply air barrier on all decks. B. Install air barriers as recommended by the manufacturer. C. Insulation shall be installed in multiple layers. All joints shall be staggered from the layer below by a minimum of 6". D. Insulation shall be neatly fitted to all penetrations, projections, and nailers with no joints more than 1/8" in width. All gaps greater than 1/4-inch-wide shall be filled with acceptable insulation material. E. No more insulation shall be installed than can be covered with roofing membrane before the end of the day's work or before the onset of inclement weather. F. Mechanical fasteners shall penetrate the deck substrate as required by the roofing manufacturer. G. Insulation boards shall be mechanically fastened as required to meet the wind uplift criteria for the project and the specific written recommendations of the roofing manufacturer, but at a minimum shall be 1 fastener per every 2 square feet H. Install Cover Board per the manufactures installation instructions. I. Adhered Insulation Installation (optional) Install insulation in 4-foot by 4-foot sheets using adhesive in accordance with the manufacturer's recommendations.
3.3 FULLY ADHERED SINGLE-PLY MEMBRANE INSTALLATION A. Install membrane by unrolling over prepared substrate and allow to relax a minimum of 30 minutes before applying bonding adhesive. B. Apply bonding adhesive to the two surfaces and allowed to dry (tacky). Roll membrane into the coated substrate with no wrinkles. C. Lap adjoining sheets as recommended by membrane manufacturer. Install 6-inch splice tape for all field and flashing seams. D. Install membrane and prefabricated flashing at fascia and all roof penetrations as recommended by the roofing manufacturer. E. Install Russ strip or other securement as recommended by the Manufacturer at all roof perimeters, expansion joints, skylights, roof curbs and any angle change which exceeds 1-inches in one horizontal foot. F. No seams will be allowed at low points. G. Install roof drains as per manufacturer's instructions.
3.4 WORK ON THE EXISTING ROOF A. Remove existing roofing, flashing, blocking and nailers where indicated on the drawings. B. All work on the existing roof shall be as detailed and in accordance with the roofing manufacturers printed standards. C. All work shall be made watertight at the end of each workday. D. Protect the existing roof from damage and maintain the water-tightness of the building.
20146B 07500-7 EPDM ROOFING SYSTEMS
3.5 MANUFACTURER'S FIELD SERVICES A. A manufacturer's technical representative shall be present at the start of the roofing installation. B. Upon completion of the EPDM system, a manufacturer's representative will make a thorough inspection of the installation to determine that the roof system has been applied according to specifications and manufacturers standards. C. Upon completion of work on the existing roof, a manufacturer's representative will make a thorough inspection of the work to determine that it complies with the manufacturer's standards and specifications.
3.6 INSTALLATION OF SHEET METAL FLASHING AND TRIM A. Installation of all materials in this Section shall be in strict accordance with the manufacturer's printed instructions. B. Ensure a watertight installation at all points where prefabricated items meet the roofing. C. Install cleats, formed fascia and continuous closure as shown on the Drawings. Anchor as recommended by Manufacturer. D. Set fascia flange in sealant as recommended by the roofing materials manufacturer. E. Fabricate and place all copper sheet metal work in accordance with the best practices specified in the "Modern Application of Sheet Copper in Building Construction" Handbook and the following additional requirements. Install flashing and sheet metal work in lengths not to exceed 8 feet and free from longitudinal joints. Coat all flashing in contact with dissimilar metal and asphalt paint. All joints in copper flashing shall be pre-tinned, locked, and soldered. Form expansion joints in running flashing work by joining ends of the sheets together with a 3-inch loose lock, filled with plastic cement. Install expansion joints every 24 feet in straight runs. Provide felt insulation between any ductwork and copper at contacts. Clean all copper using caustic soda hot water solution where metal is exposed. Tool solder work reasonably smooth. Other non-specified flashings - fabricate flashings to profiles indicated, using as large sheets as practicable.
3.7 CLEANING A. Remove debris, scraps, containers, rubbish, and other trash resulting from installation of the roofing system from job site each day. B. Remove debris from project site. C. Leave work areas in clean condition.
END OF SECTION
20146B
07712-1
SECTION 07712
GUTTERS AND DOWNSPOUTS
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Aluminum Gutters, Downspouts and accessories
1.2 REFERENCES A. SMACNA – Architectural Sheet Metal Manual B. ASTM B209 - Specification for Aluminum and Aluminum-Alloy Sheet and Plate
1.3 SUBMITTALS A. Submit product data under provision of Section 01340. B. Submit large scale shop drawings detailing gutters, downspouts and accessories including all splice plates and method of anchorage. C. Submit samples of actual material indicated for the work in all colors and textures available from manufacturers full range for color selection by Architect. D. Submit manufacturers catalog cuts, spec data sheets, and installation instructions. E. Submit installer's qualifications for review by Engineer.
1.4 QUALITY ASSURANCE A. Field measurements shall be taken prior to fabrication to assure symmetry and verify as built conditions. B. All sheet metal flashing and trim shall be fabricated and installed in accordance with the recommendations in the SMACNA - Architectural Sheet Metal Manual. C. All materials shall be installed with concealed starter cleats and splice plates to accommodate thermal movement. Exposed through nailing or face nailing is not allowed. D. Hem all exposed edges. E. The Contractor shall obtain the services of an installer with a minimum of 10 years of experience of working with the materials specified.
1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials with a protective vinyl masking. B. Store all materials in properly protected and dry storage facilities until ready for use. Do not use materials which have been damaged in any manner. C. Protect work from damage during construction period so that it will be without any indication of abuse or damage at time of acceptance.
PART 2 - PRODUCTS
2.1 MANUFACTURER'S A. Atas International Inc. B. Englert, Inc.
20146B 07712-2 GUTTERS AND DOWNSPOUTS
C. Or equal
2.2 GUTTERS, DOWNSPOUTS, AND ACCESSORIES A. Gutter shall be seamless 0.050 aluminum 5-inch box style gutters. B. Downspouts shall be 3-inch by 4-inch aluminum. C. Heavy duty hidden hangers. D. Straps, endcaps, and accessories as required for a complete system. E. Drainage screen for leaf protection.
2.3 FINISH A. Unless indicated otherwise, finish on all materials shall be Kynar 500, Hylar 5000, or equal, Fluoropon resin finish, color selected by Engineer. Texture shall be smooth.
PART 3 - EXECUTION
3.1 EXAMINATION A. Inspect all surfaces and notify general contractor of any defects or other characteristics which may be detrimental to the installation and performance of the materials to be installed. B. Commencement of work shall constitute acceptance of surface conditions. C. Field verify all dimensions of the prefabricated items prior to fabrication to ensure ease of installation with a proper and tight fit.
3.2 INSTALLATION A. Install in strict accordance with manufacturer's instructions and as detailed on the Drawings.
END OF SECTION
20146B 07920-1
SECTION 07920
JOINT SEALANTS
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Preparing sealant substrate surfaces. B. Sealant and backing.
1.2 REFERENCES A. ASTM C790 - Recommended Practices for Use of Latex Sealing Compounds. B. ASTM C920 - Specification for Elastomeric Joint Sealant C. ASTM C834 - Specification for Latex Sealing Compounds D. FS-TT-S-227 - Sealing Compound: Elastomeric Type, Multi-Component E. FS-TT-S-230 - Sealing Compound: Elastomeric Type, Single Component F. FS-TT-S-001543 - Sealing Compound: Silicone Rubber Base G. Sealing and Waterproofers Institute - Sealant and Caulking Guide Specification
1.3 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Submit samples of actual material indicated for the work in all colors and textures available from manufacturers full range for color selection by Architect. C. Submit manufacturer's installation instructions. D. Submit schedule indicating locations requiring sealant and product to be used.
1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum ten years’ experience. B. Applicator Qualifications: Company specializing in applying the work of this Section with minimum five years’ experience. C. Compatibility: Verify sealants used are compatible with joint substrates. D. Joint Tolerance: Compliance with the manufacturer's limitation is required. E. Conform to Sealant and Waterproofers Institute requirements for installation.
1.5 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. B. VOC Standards - All sealants shall be in accordance with all applicable State and Federal VOC standards.
1.6 SEQUENCING AND SCHEDULING A. Coordinate work in this Section with related sections.
20146BB 07920-2 JOINT SEALANTS
1.7 WARRANTY A. Installer to provide five-year warranty to include coverage of installed sealants, caulking and accessories which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 - PRODUCTS
2.1 MATERIALS
A. S-1, Epoxidized Polyurethane Sealant: Multi-component, chemical curing, non- staining, non-bleeding, non-sagging type; color as selected by Engineer; Dymeric 240 FC, as manufactured by Tremco, Sika Corporation or equal. Durability (Bond and Cohesion): - 25 percent + 40 percent Shore "A" Hardness Range: 25
B. S-2, Polyurethane Sealant: Multi-component, chemical curing, non-staining, non- bleeding, non-sagging type; color as selected by Engineer; Sikaflex 2C as manufactured by Sika Corporation, Tremco or equal. Durability (Bond and Cohesion): +/- 50 percent Service Temperature Range: - 40 to 170 degrees F Shore "A" Hardness Range: 25 (40 for self-leveling)
C. S-6, Polyurethane Sealant: One component, moisture curing, non-staining, non- bleeding, non-sagging type; color as selected by Engineer; Sika-flex 1A as manufactured by Sika Corporation, Tremco or equal. Durability (Bond and Cohesion): + 25 percent Service Temperature: - 40 to 170 degrees F Shore A Hardness: 40
2.2 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width; as recommended by sealant manufacturer. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
PART 3 - EXECUTION
3.1 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer.
20146B 07920-3 JOINT SEALANTS
B. Beginning of installation means installer accepts existing conditions.
3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance ASTM C790 for latex base sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration.
3.3 INSTALLATION A. Install sealant in strict accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot apply within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave.
3.4 CLEANING AND REPAIRING A. Clean work under provisions of Section 01710. B. Clean adjacent soiled surfaces. C. Repair or replace defaced or disfigured finishes caused by work of this Section.
3.5 PROTECTION OF FINISHED WORK A. Protect sealants until cured.
3.6 SCHEDULE
Sealant Type Location
S-1, S-2 or S-6 Window Frames Door Frames Control Joints in Masonry At Penetrations in the Exterior Walls Other Joints Designated to Receive Sealant
END OF SECTION
20146B
09900-1
SECTION 09900
PAINTING
PART 1 - GENERAL
1.1 SUMMARY A. This Section includes surface preparation and field painting of the following surfaces of new items unless specified elsewhere to be prefinished. This inclvudes pre-primed surfaces. Painting of selected exposed exterior surfaces.
B. Painting of existing items: Existing items on the drawings or in this specification indicated to be painted will receive surface preparation and field painting. C. Items not requiring surface preparation and field painting: Items and equipment that are specifically specified to receive the manufacturer’s standard primer and finish coats in the factory, except as noted for color and touch-up painting. Unprimed galvanized metals not indicated to be painted shall remain unfinished. Face brick.
1.2 REFERENCES A. ASTM D2247 - Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity. B. ASTM D 2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact). C. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials. D. D ASTM D6386 - Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Products for Painting E. Federal Test Method No. 141 - Method 6141, Stain Removal. F. ANSI A13.1 - Scheme for the Identification of Piping Systems. G. SSPC - Steel Structures Painting Council. H. SSPC-PA1, “Standard for Shop, Field, and Maintenance Painting.” I. SSPC-PA2, “Measurement of Dry Paint Thickness with Magnetic Gauges.” J. SSPC-SP1, “Solvent Cleaning.” K. SSPC-SP2, “Hand Tool Cleaning.” L. SSPC-SP3, “Power Tool Cleaning.” M. SSPC-SP6, “Commercial Blast Cleaning.” N. SSPC-SP7, "Brush Off Blast." O. SSPC-SP10, “Near-White Blast Cleaning.” P. SSPC-SP16, "Brush Blast Cleaning of Non Ferrous Metals" Q. SSPC-PA Guide 3, Standard “A Guide to Safety in Paint Application,” latest revision. R. VOC Standards - All coatings shall be in accordance with all applicable State and Federal VOC Standards.
20146B 09900-2 PAINTING
OSHA 29 CFR 1925.55 Gases, Vapors, Fumes, Dusts and Mists. Ozone Transportation Commission (OTC) 2005 VOC Regulation. 38 MRSA: Section 584A; Air Protection and Improvement Law. S. OSHA 29 CFR 1926.62 Lead. T. SSPC - Guide 61 (COH) Guide for Containing Debris Generated during Paint Removal Operations. U. SSPC - Guide 71 (DIS) Guide for Disposal of Lead-Contaminated Surface Preparation Debris. V. SSPC Publication 91-18 Industrial Lead Paint Removal Handbook. W. USEPA 40 CFR Part 261 Identification and Listing of Hazardous Waste. X. USEPA 40 CFR Part 262 Standards Applicable to Generators of Hazardous Waste. Y. USEPA 40 CFR Part 263 Standards Applicable to Transporters of Hazardous Waste. Z. USEPA 40 CFR Part 268 Land Disposal Restrictions. AA.USDOT 49 CFR Parts 173, 178 and 179.
1.3 SUBMITTALS A. Submit product data under provisions of Section 01340 including tested performance characteristics. B. Submit manufacturer’s color chips showing the full range of colors available for each type of finish coat material specified. C. Submit schedule on manufactures letter head with list of items to be coated, type and manufacturer of shop coating and type of field coating, including primers, details on surface preparation methods, application procedures and dry mil thickness. D. Submit a letter from the manufacturer certifying that the products submitted are applicable for the applications indicated. E. Submit coating manufacturer’s certification that the proposed coatings meet all state and federal VOC regulations.
1.5 QUALITY ASSURANCE A. The Contractor shall obtain the services of a painting contractor with 5 years experience on similar projects. B. All materials used on work shall be exactly as specified in brand and quality. No claim by the Contractor as to unsuitability or unavailability of any material specified, or they unwillingness to use same, or they inability to produce first class work with same, will be entertained unless such claims are made in writing and submitted to the Engineer at least seven (7) days prior to the date established for receipt of General Bids. C. Before purchasing materials for the work, the Contractor shall submit to the Engineer a list of the products them proposes to use, and the list shall be reviewed by the Engineer and no exceptions taken and reviewed by them before commitment for materials is made. D. Materials selected for coating systems for each type of surface shall be the products of a single manufacturer. E. Include on label of all containers: Manufacturer's name Type of paint
20146B 09900-3 PAINTING
Manufacturer's stock number Color Instructions for reducing, where applicable Label analysis Shelf life dates F. Field Quality Control: Contractor shall request review by the Engineer, of first finished room, space or item of each color, texture and method of applications, prior to proceeding with additional painting. Use first acceptable room, space or item as the project standard for each color scheme. For spray application, when applicable, paint a surface not smaller than 100 square feet as the project standard. Repainting of materials failing to meet the requirements of the Specifications or Drawings, shall be performed by the Contractor, at no additional cost to the Owner. The number of coats and total mil thickness specified in the paint schedule are minimums. If the specified minimum film thickness is not achieved, additional coats shall be applied to achieve the total film thickness specified. G. Paints submitted shall meet all Federal and State regulations pertaining to Volatile Organic Compounds (VOC) compliance, and be in accordance with OTC 2005 Standards. H. All coating systems used for potable water applications shall be previously approved by the National Sanitation Foundation (NSF) in accordance with Standard 61. Evidence of compliance shall be an approval letter from NSF listing the submitted material.
1.6 DELIVERY, STORAGE AND HANDLING A. Deliver coating materials in sealed containers with labels legible and intact. B. Store only acceptable project materials on the project site. C. All painting materials shall be stored and mixed in a single location coordinated with the Engineer. The Contractor shall not use any plumbing fixture or pipe for mixing or for disposal of any refuse. The Contractor shall carry all necessary water to the mixing room, and shall dispose of all waste outside of the building in a suitable receptacle. D. Restrict storage location to paint materials and related equipment and supplies. E. Keep storage location neat and clean. F. Remove all soiled and used rags, waste and trash from the storage location and building at the end of each work day. G. Repair all damage to the storage location, caused by painting materials and equipment at no additional cost to the Owner. H. Comply with all applicable health and fire codes and regulations including safety precautions recommended by the manufacturer. Storage space shall be provided with a suitable fire extinguisher fully charged at all times. I. Heat shall be provided in the storage area if paints are to be stored during winter months. The temperature shall be maintained above 40 degrees F at all times.
20146B 09900-4 PAINTING
1.7 ENVIRONMENTAL REQUIREMENTS A. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems shall be applied. B. Do not apply coatings in areas where dust is being generated. C. Do not apply coatings when the air or material surface temperature is below 50 degrees Fahrenheit and unless the temperature is at least 5 degrees Fahrenheit above the dew point. D. Do not apply exterior coatings in frosty, damp or rainy weather or while surfaces are exposed to hot sunlight.
1.8 EXTRA MATERIALS A. For all materials with a shelf life of greater than 12 months, provide one gallon of each type and each color of touch-up paint shall be provided to the Owner by the Contractor in unopened containers.
PART 2 - PRODUCTS
2.3 MANUFACTURERS A. Tnemec Company, Inc. B. Sherwin Williams C. PPG
2.4 MATERIALS A. Refer to the paint schedule for specific products and application.
2.5 COMPONENTS A. All finish coats shall be compatible with shop prime coats. B. Turpentine shall be pure spirits of turpentine. C. Shellac shall be four pounds and shall meet the U.S. Government specifications as issued by the Bureau of Commerce. D. When metal are primed in the mill or shop as part of painting contract, use the materials specified in every case for such surfaces and use in accordance with manu- facturer's directions for first or priming coat.
2.6 MIXING AND TINTING A. Deliver paints and enamels ready-mixed to project site. B. Accomplish job mixing and job tinting only when required. C. Mix only in mixing pails placed in suitably sized nonferrous or oxide resistant metal pans. D. Use only tinting colors recommended by the manufacturer for the specific type of finish. E. Fungicidal agents, when applicable, shall be incorporated into the paints and stains by the manufacturer. F. Mix and prepare paints in strict accordance with Manufacturers recommendations.
20146B 09900-5 PAINTING
PART 3 - EXECUTION
3.1 INSPECTION A. Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence or quality of work and which cannot be put into an acceptable condition through preparatory work as included in Part 3.2, Surface Preparation. B. Immediately notify the Engineer in writing when a surface to be finished cannot be put into an acceptable condition. C. Do not proceed with surface preparation or coating application until conditions are suitable. D. The Contractor shall be responsible for and shall rectify, at no additional cost to the Owner any unsatisfactory finish resulting from the application of coatings on surfaces not in acceptable condition.
3.2 SURFACE PREPARATION A. At a minimum, all surfaces must be prepared and cleaned in accordance with the manufactures written specifications and pertaining to the intended substrate to be coated. The contractor must be fully read and understand all of these requirements and all other required product recommendations prior to commencing any work. B. Wood and Plywood to be Painted or Finished Natural: Clean soiled surfaces. Except when rough surface is specified, sand to smooth and even surface, then dust off. Apply shellac to all knots, pitch and resinous sapwood after washing with mineral spirits and, before priming coat is applied. Fill nail holes, cracks, open joints and other defects with paste wood filler before priming coat surface and color to match finish color. When wood filler is applied on open grain wood, allow the grain to secure a smooth, clean surface. Tint filler to match finished wood to be stained. C. Concrete and Masonry: Clean all dust, dirt, oil and efflorescence from surfaces. Fill cracks and irregularities with Portland cement grout to provide uniform surface texture. Etch dense and smooth concrete, or concrete that has had a hardener applied, with a five percent solution (by weight) of muriatic acid. Fill concrete masonry unit surfaces with block filler in sufficient thickness to produce a final result which shall fill all voids and pin holes. Allow surfaces to thoroughly dry prior to application of first coat. D. Ferrous Metal Surfaces (Items not shop primed): All submerged ferrous metals shall be sandblast cleaned in accordance to SSPC- SP10 immediately prior to priming. All other ferrous metals shall be sandblast cleaned in accordance to SSPC-SP6 immediately prior to priming. Remove dirt, oil and grease by washing surfaces with mineral spirits.
20146B 09900-6 PAINTING
Surfaces shall be dry and free of dust, oil, grease and other foreign material before priming. Feather edges of sound existing paint by grinding, if necessary. Clean and touch up weathered, worn or damaged shop coats of paint with the specified primer. Restore shop coats of paint with identical materials if removed for welding and fabrication. E. Previously Coated Surfaces (including existing items and new items that are shop primed): The areas of the coated surface that are blistered, eroded, brittle or otherwise failed shall be completely removed before beginning the specified surface preparation. The areas where the existing coating is intact shall be sanded to dull the finish. Before applying the new coating over an existing coating, a test section must be done to ensure compatibility of the new and old coatings. All other existing coatings shall be prepared as recommended by the manufacturer and as specified in this section. Ferrous metals arriving at the job site with shop primers other than the polyamide epoxy or rust inhibitive primers specified shall be provided with an intermediate coat as necessary for compatibility with specified topcoats. Special attention shall be paid to the potential for epoxy shop and intermediate coats to chalk upon exposure to sunlight. The Contractor shall follow the manufacturer's required surface protection/covering and surface preparation recommendations before any intermediate or top coats can be applied over chalked surface. Epoxy primers and intermediate coats shall be top coated no later than 45 days after the application of the epoxy coating. If topcoats are to be applied later than 45 days, the following surface preparation shall be provided: a. The existing finish shall be etched by sanding with 80 grit paper or cloth. b. Surfaces shall be pressure washed with 3000 to 5000 pounds of pressure. c. The Engineer, at they discretion, can require the Contractor to conduct adhesion tests of the topcoats. The following shall be the minimum surface preparatory for existing surfaces that are to be painted, unless indicated otherwise: a. Existing submerged ferrous metals. - Clean - Sandblast in accordance with SSPC-SP10. b. Non-submerged ferrous metals. - Clean - Sandblast in accordance with SSPC-SP6. c. Existing concrete floors and all surfaces to receive secondary contaminant coatings. - Clean - Sand or shot blast to remove existing coatings and to provide an anchor profile for the new coating. d. Existing Concrete and Masonry - Clean
20146B 09900-7 PAINTING
- Scrape existing paint to a sound surface. - Sand with 80 grit paper or cloth to provide anchor profile for new coating. - Pressure wash all existing epoxy coated surfaces.
3.3 APPLICATION A. Workmanship: Employ skilled workmen to insure workmanship of the highest quality. Materials shall be applied only by craftsmen experienced in the use of the specific products involved. B. General Requirements: Apply all coatings under adequate illumination. Perform no work in the rain, dew, or fog, when the temperature is below 50 degrees Fahrenheit and at least 5 degrees Fahrenheit above the dew point, or before the other coats have thoroughly dried. Do not apply coatings until the material surfaces are thoroughly dry. Apply paints with suitable brushes, rollers or spraying equipment. a. The rate of application shall not exceed that as recommended by the paint manufacturer for the surface involved. b. Keep brushes, rollers and spraying equipment clean, dry and free from contaminates and suitable for the finish required. c. Make each coat a different tint from that of the preceding coat, with final coat tinted to the exact shade selected by the Engineer. Lightly sand surfaces between each coat of gloss and semi-gloss finishes, and wipe clean. Comply with the recommendation of the product manufacturer for drying time between succeeding coats. Contractor shall follow the manufacturer’s specific curing requirements for rust inhibitive primer shop coats prior to allowing topcoating. Sand and dust between each coat to remove defects visible from a distance of five feet. Finish coats shall be smooth, free of brush marks, streaks, laps or pile up of paints and skipped or missed areas. Inspection: a. Do not apply additional coats until the completed coat has been inspected by the Engineer. b. Only inspected and reviewed coats will be considered in determining the number of coats applied. Leave all parts of moldings and ornaments clean and true to details with no undue amount of paint in corners and depressions. Make edges of paint adjoining other materials or colors clean and sharp with no overlapping. Apply primer on all work before glazing. Refinish entire wall where portion of finish has been damaged or is not acceptable. Runs on face are not permitted.
20146B 09900-8 PAINTING
3.4 PROTECTION A. Furnish and lay drop cloths in all rooms and areas where painting and finishing is being done to adequately protect flooring and other work from damage during the prosecution of the painting work. B. Remove all canopies of lighting fixtures, all electric switch plates, and similar equipment, set them carefully away, and cover adequately, protect the fixtures, etc.; replace the canopies, plate, etc. in as good condition as when found. C. Do not paint over any code-required labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. D. Correct and refinish all interior and exterior surfaces in the existing facility affected by the new work. Materials and their application shall be as required to most closely match the existing finishes and as specified in this Section.
3.5 CLEANING A. At the completion of the work of this Section, remove all paint spots and oil or grease stains, caused by this work from floors, walls, fixtures, hardware and equipment, leaving their finishes in a satisfactory condition. Remove all materials and debris and leave the site of the work in a clean condition so far as this work is concerned.
3.6 FINAL INSPECTION A. Protect all painted and finished surfaces against damage until the date of final acceptance of the work. The Engineer will conduct a final inspection of all painters' work. As part of the final inspection the Contractor shall demonstrate compliance with the specified film thickness with appropriate paint gauges. The Contractor shall be required to repaint, refinish, or retouch any areas found which do not comply with the requirements of this Section.
3.7 LOAD RATING IDENTIFICATIONS A. Provide markings indicating the load rating of all hoists, monorails and lifting hooks. B. Markings shall be 3-inches high stenciled letters painted adjacent to the item in a color contrasting the background color.
3.8 PAINT SCHEDULE A. The following product model and coatings system numbers are listed below to establish the standard of quality. Equivalent products from other manufactures will be accepted provided they meet or exceed the performance of the listed products. B. The primer coat is not required on shop primed items. Installer to verify that proposed field coatings are compatible with shop coatings.
20146B 09900-9 PAINTING
SURFACE SURFACE/ITEM PRIMER INTERMEDIATE FINISH PREPARATION MASONRY & CONCRETE Tnemec Series Tnemec Series Tnemec Series 1254 1028/1029 1028/1029 EpoxoBlock; Enduratone Enduratone Masonry Surfaces other at 80-100 at 2 to 3 mils at 2 to 3 mils Clean & Dry than Brick SF/Gallon OR OR OR SW Pro Industrial SW Pro Industrial SW Heavy Duty Acrylic Coating Acrylic Coating Block Filler at 3 to 4 mils at 3 to 4 mils METALS Tnemec Series Tnemec Series Tnemec Series 73 Endura-shield 73 Endura-shield N69 Tneme- at 3 to 4 mils at 3 to 4 mils Weather Exposed Per Epoxoline 11 OR OR Ferrous Metal Piping Manufacturer’s at 3 to 5 mils SW Acrolon 218 SW Acrolon 218 and Equipment Specifications OR HS Acrylic HS Acrylic SW Macropoxy Polyurethane Polyurethane 646 at 5 to 6 mils at 3 to 4 mils at 3 to 4 mils Tnemec Series Tnemec Series Tnemec Series N69 Tneme- N69 Tneme- N69 Tneme- Per Epoxoline 11 Epoxoline 11 Epoxoline 11 Enclosed Ferrous Metal Manufacturer’s at 3 to 5 mils at 3 to 5 mils at 3 to 5 mils Piping and Equipment Specifications OR OR OR SW Macropoxy SW Macropoxy SW Macropoxy 646 at 5 to 6 mils 646 at 5 to 6 mils 646 at 5 to 6 mils Tnemec Series Tnemec Series Tnemec Series 1 1028/1029 1028/1029 Omnithane Gray Enduratone Enduratone All Other Weather Per at 2.5 to 3 mils at 2 to 3 mils at 2 to 3 mils Exposed and Enclosed Manufacturer’s OR OR OR Ferrous Metals Specifications SW-Kem-Bond SW Pro Industrial SW Pro Industrial HS Universal Acrylic Coating Acrylic Coating Primer at 3 mils at 3 to 4 mils at 3 to 4 mils Tnemec Series 1 Galvanized metal Omnithane Gray fabrications built into ASTM D6386 at 2.5 to 3 mils 3 Top coats as noted Top coats as noted concrete and masonry Solvent Cleaning mils herein for the herein for the including lintels. Followed by OR surfaces exposed surfaces exposed SSPC-SP16 SW Recoatable to view to view Epoxy Primer at 4 to 6 mils
Exposed electrical conduit, conduit fittings Same color Same color Same color and outlet boxes and finish as and finish as and finish as mounted on painted or background background background finished surfaces or surface and/or surface and/or surface and/or exposed in painted equipment equipment equipment rooms
20146B 09900-10 PAINTING
SURFACE SURFACE/ITEM PRIMER INTERMEDIATE FINISH PREPARATION WOOD & CARPENTRY Tnemec 151-1051 Tnemec Series Tnemec Series Elasto Grip FC 1028/1029 1028/1029 Clean & Dry - at 2 to 3 mils Enduratone Enduratone Exterior Wood Trim Scuffed Up with OR at 2 mils at 2 mils and Other Exterior Medium Grit SW Exterior OR OR Softwood Sandpaper Latex Wall and SW Pro Industrial SW Pro Industrial Wood Primer at Acrylic Coating Acrylic Coating 1.4 mils at 3 to 4 mils at 3 to 4 mils Sherwin Williams Sherwin Williams WoodScapes Solid WoodScapes Solid Color Acrylic Color Acrylic Stain A15 Series Stain A15 Series Exterior Wood Siding OR OR and Trim Sherwin Williams Sherwin Williams WoodScapes WoodScapes Semi-Transparent Semi-Transparent Polyurethane Stain Polyurethane Stain A15T5 Series A15T5 Series PVC Trim As recommended by the product manufacturer. PIPING (other than ferrous metal) Tnemec 151-1051 Tnemec Series Tnemec Series Elasto Grip FC at 1028/1029 1028/1029 2 to 3 mils Enduratone Enduratone OR at 2 to 3 mils at 2 to 3 mils Insulated Pipe Clean & Dry SW Promar 200 OR OR Zero VOC Latex SW Pro Industrial SW Pro Industrial Primer at 1.0 to Acrylic Coating Acrylic Coating 2.5 mils at 3 to 4 mils at 3 to 4 mils Tnemec Series Tnemec Series N69 Tneme- N69 Tneme- Epoxoline 11 Clean & Dry - Epoxoline 11 at 3 to 5 mils Scuffed Up with at 3 to 5 mils PVC Pipe OR Medium Grit N/A OR SW Extreme Sandpaper SW Pro Industrial Bond Acrylic Coating Bonding Primer at 3 to 4 mils at 2 to 5 mils Secondary Containment Coatings for Walls, Floors and Pump Pads
NOTES: 1. Surface preparation shall be as specified within this section and as noted in the table above. 2. All dry film thickness indicated are the minimum required. 3. All ferrous metals, piping and equipment delivered to the site with shop primers other than the specified primer shall receive an intermediate coat as necessary for compatibility with the indicated top coats. 4. If the polyurethane top coats are not compatible with the manufacturer’s alkyd primer apply a polyamide epoxy as the intermediate coat. 5. The hollow metal doors and frames shall receive the primer indicated above, applied over the manufacturer’s shop coatings. 6. Painting of the piping system shall include all ferrous valves, levers, valve handles, fittings,
20146B 09900-11 PAINTING
stands, supports, hangers, pumps and appurtenances. 7. Paint motors for color coordination. 8. Epoxy primers and intermediate coats that have been in place for more than 45 days shall be prepared as indicated under the "Surface Preparation" Section of this Specification. 9. Verify the products provided are compatible with the existing coatings in the existing facility. 10. Conduit Painting Schedule: Electrical Rooms - Not painted All other Rooms - Painted Above Finish Ceiling - Not painted
END OF SECTION
20146B
15671-1
SECTION 15671
DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: Provide ductless split system heat pump systems of the size and capacities as shown on the drawings. Each unit shall include an outdoor condensing unit, high wall mounted direct expansion fan coil unit, refrigeration specialties, refrigerant charge and wireless remote control. B. Related Work Specified Elsewhere. Refrigeration Piping and Specialties--Section 15652. "HVAC - General" is specified in this Division.
1.2 QUALITY ASSURANCE A. Each system shall be rated and certified in accordance with ARI Standards 210/240 and 270. Components shall be listed in the ARI directory as matched sets (systems). B. Unit construction shall comply with ANSI/ASHRAE 15, latest revision, the NEC and be constructed in accordance with UL standards and shall carry the UL label of approval.
PART 2 - PRODUCTS
2.1 MANUFACTURERS A. Ductless split heat pump systems shall be: Mitsubishi Samsung Daikin Equivalent manufacturer.
2.2 MATERIALS A. Outdoor Unit Unit Cabinet: a. Unit cabinet shall be constructed of galvanized steel, bonderized, and coated with baked-enamel finish on inside and outside. b. Unit access panel should be removable with minimal screws and shall provide full access to the compressor, fan, and control components. c. Outdoor compartment shall be isolated and have an acoustic lining to assure quiet operation. Fans: a. Outdoor fans shall be direct-drive propeller type, and shall discharge air horizontally. Fan shall draw air through the outdoor coil. b. Outdoor fan motors shall be totally-enclosed, single phase motors with class B insulation and permanently-lubricated ball bearings. Motor shall be protected by internal thermal overload protection. c. Shaft shall have inherent corrosion resistance.
20146B 15671-2 DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS
d. Outdoor fan openings shall be equipped with PVC metal/mesh coated protection grille over fan. Compressor: a. Compressor shall be fully hermetic variable speed rotary type. b. Compressor shall be three phase, inverter driven. c. Compressor shall be equipped with oil system, operating oil charge, and motor. d. Motor shall be NEMA rated class F. suitable for operation in refrigerant atmosphere. e. Compressor assembly shall be installed on rubber vibration isolators. f. The inverter and compressor shall be protected against over temperature and over current. Outdoor Coil: a. Coil shall be constructed of aluminum fins mechanically bonded to seamless copper tubes, which are cleaned, dehydrated and sealed. Coil shall be provided with corrosion resistant blue fin coil coating. Refrigerant Components: a. Refrigerant circuit components shall include brass external liquid line service valve with service gauge port connections, suction line service valve with service gage connection port, service gage port connections on compressor suction and discharge lines with Schrader type fittings with brass caps, accumulator, reversing valve. Safeties: a. Operating safeties shall be factory selected, assembled, and tested. The minimum functions shall include the following: i. Compressor discharge over temperature protection. ii. System low voltage protection. iii. Compressor overload protection. iv. Compressor over current protection. v. IPM module protection. Electrical Requirements: a. Unit electrical power shall be a single point connection. b. All power and control wiring must be installed per NEC and all local electrical codes. c. Units shall have high and low-voltage terminal block connections. B. Indoor Unit: Wall Mounted Indoor Unit a. Unit Cabinet: i. Cabinet discharge and inlet grilles shall be attractively styled, high- impact polystyrene. Cabinet shall be fully insulated for improved thermal acoustic performance. b. Fans: i. Fan shall be tangential direct-drive blower type with air intake at the top of the unit and discharge at the bottom front. Automatic, motor- driven vertical air sweep shall be provided standard. ii. Air sweep operation shall be useable selectable. The vertical sweep
20146B 15671-3 DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS
may be adjusted (using the remote control) and the horizontal air direction maybe set manually. c. Coil: i. Coil shall be copper tube with aluminum fins and galvanized steel tube sheets. Fins shall be bonded to the tubes by mechanical expansion. A drip pan under the coil shall have a drain connection for hose attachment to remove condensate. Condensate pan shall have internal trap. d. Motors: i. Motors shall be open drip-proof, permanently lubricated ball bearing with inherent overload protection. Fan motors shall be 3- speed. e. Filters: i. Units shall have filter track with factory-supplied cleanable filters. Four-Way Ceiling Cassette Indoor Units: a. Unit Cabinet: i. The cabinet panel shall have provisions for a field installed filtered outside air intake. ii. Branch ducting shall be allowed from cabinet. iii. Four-way grille shall be fixed to bottom of cabinet. iv. The grille vane angles shall be individually adjustable from a wired remote controller. b. Fans: i. Statically and dynamically balanced turbo fan direct driven by a single motor with permanently lubricated bearings. ii. Five speed. iii. Adjustable outlet vanes with auto swing option. c. Coil: i. Nonferrous construction with smooth plate fins on copper tubing. ii. Tube joints shall be brazed with phos-copper or silver alloy. iii. Pressure tested at the factory. iv. Condensate pan and drain under the coil. v. Integral condensate lift mechanism capable of 33" inches minimum lift above the condensate pan. d. Motors: i. Motors shall be open drip-proof, permanently lubricated ball bearing with inherent overload protection. Fan motors shall be 3- speed. e. Filters: i. Units shall have filter track with factory-supplied cleanable filters. Controls: a. Controls shall consist of a microprocessor-based control system which shall control space temperature, determine optimum fan speed, and run self-diagnostics. The temperature control range shall be from 50ºF to 85ºF. b. The unit shall have the following functions as a minimum: i. Automatic restart after power failure at the same operating
20146B 15671-4 DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS
conditions as at failure. ii. A timer function to provide a minimum 24-hour timer cycle for system Auto Start/Stop. iii. Temperature sensing control to enter set points and operating conditions. iv. Wired remote controller to enter set points and operating conditions. v. Automatic air sweep control to provide on or off activation of air sweep louvers. vi. Dehumidification mode shall provide increased latent removal capability by modulating system operation and set point temperature. vii. Fan-only operation to provide room air circulation when no cooling is required. viii. Diagnostics shall provide continuous checks of unit operation and warn of possible malfunctions. Error messages shall be displayed at the unit. ix. Fan speed controls shall be user-selectable: high, medium, low or microprocessor controlled automatic operation during all operating modes. c. The unit shall be protected against the following: i. Indoor coil freeze-up. ii. Indoor coil high temperature protection shall be provided to detect excessive indoor discharge temperature when unit is in heat pump mode. Refrigerant Lines: a. Use manufacturer’s recommended refrigerant piping. b. All units should have refrigerant line connections that can be oriented to connect from the left, right, or back of unit. Both refrigerant lines shall be insulated.
PART 3 - EXECUTION
3.1 INSTALLATION A. All system components shall be installed in strict accordance with the manufacturer’s instructions, recommendations and as shown on the Drawings.
3.2 STARTUP, TESTING, AND TRAINING A. Provide startup, testing and training in accordance with the requirements of Section 01800.
END OF SECTION
20146B 15869-1
SECTION 15869
LOUVERS
PART 1 - GENERAL
1.1 DESCRIPTION A. Work Included: Provide and install louvers and accessories where shown on the Drawings.
1.2 QUALITY ASSURANCE A. All louvers shall be certified by AMCA for air pressure drop, free area, and water penetration. B. Acceptable Manufacturers: Ruskin Mfr. Co. Air Balance, Inc. Louvers & Dampers, Inc. American Warming and Ventilating, Inc. Airstream Inc. Or equivalent.
1.3 SUBMITTALS TO THE ENGINEER A. Submit shop drawings, manufacturer's literature, maintenance data and operating instructions as stated in the General Conditions of the Construction Contract. B. Submit free area, pressure drop, and water penetration data for each louver for approval. C. Submit AMCA certification for louver style. D. Submit sample louver section with proposed finish for review and no exceptions taken by the Engineer. E. Submit scale drawings of each louver showing sizes, construction details, and mullion locations.
1.4 DELIVERY, STORAGE AND HANDLING A. Deliver in manufacturer's unopened containers as job progress requires. B. Store in unopened containers in weathertight building. C. Exercise care in handling to avoid bending blades or frames, damaging finish and other damage of any nature.
PART 2 - PRODUCTS
2.1 MATERIALS A. Exterior Stationary Louvers: Equal to Ruskin Mfr. Co. Model ELF-375DX. Storm proof, .08l extruded aluminum 6063-T5 blades. Architectural style. 6063-T5 extruded structural aluminum frame, .100" wall thickness, mitered corners and caulking slots.
20146B 15869-2 LOUVERS
Rigid hidden architectural style mullions as required for span, but not greater than 48" on center. Provide mullions at each section of louver requiring duct or fan connection. Blade stiffeners. l/2 inch mesh replaceable aluminum bird screen on interior, insect screen where shown on the Drawings. Kynar 500 finish - manufacturer's standard color selected by Engineer. 4 inch width. Provide extended sill. Caulk slots and flange when installed in masonry construction. Provide nailing flange when installed in wood frame construction. Match existing sizes and free areas (minimum)
PART 3 - EXECUTION
3.1 INSTALLATION A. Install as required using manufacturer's instructions and recommendations and as shown on the Drawings. B. Caulk all openings as required in Division 7 and as shown on the Drawings. C. Isolate metal to metal contact between aluminum louver frames and steel damper frames or ductwork with suitable paint.
3.2 CLEANING AND ADJUSTING A. Clean all louvers and dampers of grease, tar and dirt to the satisfaction of the Engineer. B. Adjust all louvers to the satisfaction of the Engineer.
END OF SECTION
20146B