BEAR LAKE MARINA DOCK REPLACMENT DFCM#

Transcription

1 TECHNICAL SPECIFICATIONS BEAR LAKE MARINA DOCK REPLACMENT DFCM# September, /20/2016 Project No Civil 1047 South 100 West, Ste. 180, Logan, UT p f w Electrical NOTICE AND DISCLAIMER THE PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J-U-B ENGINEERS, INC. ( J-U-B ) AND BY USING THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND DISCLAIMER. THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE OF J-U-B TO THE USER. THE USER SHALL NOT (I) DISSEMINATE THE DOCUMENTS, OR ANY PART THEREOF, TO OTHERS WITHOUT THE WRITTEN CONSENT OF J-U-B, OR (II) USE THE DOCUMENTS, OR ANY PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING DTM FOR GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF, WHETHER SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT, TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL DEFEND, INDEMNIFY AND HOLD J-U-B AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO, THE USER S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF. IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DATA SOURCES OF THE DOCUMENTS ARE PROVIDED WITH NO WARRANTY OF ANY KIND, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY REPRESENTATION OR WARRANTIES OF ACCURACY, QUALITY, COMPLETENESS, COMPATIBILITY WITH SYSTEMS, DRAWINGS NOT PRINTING TO SCALE, TRANSLATION ERRORS, AND OTHER PROBLEMS WITH USE. DFCM #

2 DOCUMENT TABLE OF CONTENTS Section Title DIVISION 01 - GENERAL REQUIREMENTS Summary Submittal Procedures Quality Requirements Temporary Facilities and Controls Product Requirements Execution and Closeout Requirements DIVISION 02 - EXISTING CONDITIONS Selective Structure Demolition DIVISION 03 TO 04 NOT USED Concrete Forming and Accessories Concrete Reinforcing Cast-In-Place Concrete DIVISION 05 - METALS Metal Fabrications DIVISION 06 TO 07 NOT USED DIVISION 08 - OPENINGS Door Hardware DIVISION 09 TO 11 NOT USED DIVISION 12 FURNISHINGS Bicycle Racks Table of Contents DFCM # Page 1 of

3 DIVISION 13 TO 25 NOT USED DIVISION 26 ELECTRICAL Electrical General Provisions Basic Materials and Methods Electrical Connections for Equipment Conduit Raceways Conductors and Cables Electrical Boxes and Fittings Supporting Devices Service Entrance Grounding DIVISION 27 NOT USED DIVISION 28 - ELECTRONIC SAFETY AND SECURITY Access Control DIVISION 29 TO 30- NOT USED DIVISION 31 EARTHWORK Site Clearing Trenching DIVISION 32 EXTERIOR IMPROVEMENTS Aggregates for Exterior Improvements Aggregate Base Courses DIVISION 33 - UTILITIES Site Water Utility Distribution Piping Disinfecting of Water Utility Distribution DIVISION 34 NOT USED DIVISION 35 MARINE SPECIALTIES Steel Floating Dock Systems Table of Contents DFCM # Page 2 of

4 Pedestals and Fixtures DIVISIONS 36 TO 49 - NOT USED Table of Contents DFCM # Page 3 of

5 SECTION SUMMARY PART 1 GENERAL 1.1 SECTION INCLUDES A. Contract description. B. Contractor's use of site and premises. C. Work sequence. 1.2 CONTRACT DESCRIPTION A. Work of the Project includes demolition and construction of dock facilities at the Bear Lake Marina. 1. Base Bid: a. Removal of existing dock system as indicated on the construction drawings on the north side of the existing marina. b. Installation of new dock system and related appurtenances including docks, utilities, pedestals, anchoring system, security gates, etc. 1.3 CONTRACTOR'S USE OF SITE AND PREMISES A. Limit use of site and premises to allow: 1. Owner occupancy. 1.4 WORK SEQUENCE A. Construct Work in stages to accommodate Owner's occupancy during construction period, coordinate construction schedule and operations with Owner. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Summary DFCM # Page 1 of

6 SECTION SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Product data. E. Shop drawings. F. Samples. G. Design data. H. Test reports. I. Certificates. J. Manufacturer's instructions. K. Manufacturer's field reports. L. Construction photographs. 1.2 SUBMITTAL PROCEDURES A. Transmit each submittal with Engineer accepted form. B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix. C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. E. Schedule submittals to expedite Project, and deliver to Engineer via or ftp download site. Coordinate submission of related items. Richmond Shed Waterline Replacement Submittal Procedures DFCM # Page 1 of

7 F. For each submittal for review, allow 5-10 days excluding delivery time to and from Contractor. G. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work. H. Allow space on submittals for Contractor and Architect/Engineer review stamps. I. When revised for resubmission, identify changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements. K. Submittals not requested will not be recognized or processed. 1.3 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial schedules within 10 days after being awarded the contract. B. Schedule Content: See General Conditions. 1.4 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.5 PRODUCT DATA A. Product Data: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. B. Submit number of copies Contractor requires, plus two copies Architect/Engineer will retain. C. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. D. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section Execution and Closeout Requirements. Richmond Shed Waterline Replacement Submittal Procedures DFCM # Page 2 of

8 1.6 SHOP DRAWINGS A. Shop Drawings: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings. 1. Include signed and sealed calculations to support design. 2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. D. Submit number of opaque reproductions Contractor requires, plus two copies Engineer will retain. E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section Execution and Closeout Requirements. 1.7 SAMPLES A. Samples: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. B. Samples For Selection as Specified in Product Sections: 1. Submit to Architect/Engineer for aesthetic, color, or finish selection. 2. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Architect/Engineer selection. C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. D. Include identification on each sample, with full Project information. E. Submit number of samples specified in individual specification sections; Engineer will retain one sample. F. Reviewed samples which may be used in the Work are indicated in individual specification sections. Richmond Shed Waterline Replacement Submittal Procedures DFCM # Page 3 of

9 G. Samples will not be used for testing purposes unless specifically stated in specification section. 1. After review, produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes described in Section Execution and Closeout Requirements. 1.8 DESIGN DATA A. Submit for Engineer's knowledge as contract administrator or for Owner. B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. 1.9 TEST REPORTS A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner. B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents CERTIFICATES A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Architect/Engineer, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect/Engineer MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, [start-up,] adjusting, and finishing, to Architect/Engineer for delivery to Owner in quantities specified for Product Data. B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation MANUFACTURER'S FIELD REPORTS A. Submit reports for Architect/Engineer's benefit as contract administrator or for Owner. B. Submit report within 5 days of observation to Architect/Engineer for information. C. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. Richmond Shed Waterline Replacement Submittal Procedures DFCM # Page 4 of

10 1.13 CONSTRUCTION PHOTOGRAPHS A. Provide photographs of site and construction throughout progress of Work acceptable to Architect/Engineer. B. Take photographs as evidence of existing project conditions. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Richmond Shed Waterline Replacement Submittal Procedures DFCM # Page 5 of

11 SECTION QUALITY REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality control and control of installation. B. Tolerances. C. References. D. Testing and inspection services. E. Manufacturers' field services. 1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform Work by persons qualified to produce required and specified quality. F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1.3 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from Architect/Engineer before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. Quality Requirements DFCM # Page 1 of

12 1.4 REFERENCES A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code. C. Obtain copies of standards where required by product specification sections. D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. E. Neither contractual relationships, duties, nor responsibilities of parties in Contract nor those of Architect/Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents. 1.5 TESTING AND INSPECTION SERVICES A. Contractor will employ and pay for services of an independent testing agency or laboratory acceptable to Owner to perform specified testing. 1. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time registered Engineer and responsible officer. 2. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection. B. The independent firm will perform tests, inspections and other services specified in individual specification sections and as required by Engineer. 1. Laboratory: Authorized to operate at Project location. 2. Laboratory Staff: Maintain full time registered Engineer on staff to review services. 3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants. C. Testing, inspections and source quality control may occur on or off project site. Perform off-site testing as required by Engineer or Owner. D. Reports will be submitted by independent firm to Architect/Engineer, Contractor, and authority having jurisdiction, in duplicate indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. 1. Submit final report indicating correction of Work previously reported as noncompliant. E. Cooperate with independent firm;furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested. Quality Requirements DFCM # Page 2 of

13 1. Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. F. Testing and employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents. G. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Architect/Engineer. Payment for re-testing or re-inspection will be charged to Contractor by deducting testing charges from Contract Sum/Price. H. Agency Responsibilities: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with Architect/Engineer and Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify Architect/Engineer and Contractor of observed irregularities or non-conformance of Work or products. 6. Perform additional tests required by Architect/Engineer. 7. Attend preconstruction meetings and progress meetings. I. Agency Reports: After each test, promptly submit two copies of report to Architect/Engineer, Contractor, and authority having jurisdiction. When requested by Architect/Engineer, provide interpretation of test results. Include the following: 1. Date issued. 2. Project title and number. 3. Name of inspector. 4. Date and time of sampling or inspection. 5. Identification of product and specifications section. 6. Location in Project. 7. Type of inspection or test. 8. Date of test. 9. Results of tests. 10. Conformance with Contract Documents. J. Limits On Testing Authority: 1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency or laboratory may not approve or accept any portion of the Work. 3. Agency or laboratory may not assume duties of Contractor. 4. Agency or laboratory has no authority to stop the Work. Quality Requirements DFCM # Page 3 of

14 1.6 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Submit qualifications of observer to Engineer 30 days in advance of required observations. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Refer to Section Submittal Procedures MANUFACTURERS' FIELD REPORTS article. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION NOT USED END OF SECTION Quality Requirements DFCM # Page 4 of

15 SECTION TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: 1. Temporary electricity. 2. Temporary water service. 3. Temporary sanitary facilities. B. Construction Facilities: 1. Field offices and sheds. 2. Vehicular access. 3. Parking. 4. Progress cleaning and waste removal. 5. Traffic regulation. C. Temporary Controls: 1. Barriers. 2. Enclosures and fencing. 3. Security. 4. Water control. 5. Dust control. D. Erosion and sediment control. 1. Pollution control. 2. Removal of utilities, facilities, and controls. 1.2 TEMPORARY ELECTRICITY A. Contractor to furnish and pay for temporary power service if required from Contractor source. No payment will be made for temporary electricity. Some owner electricity service may be available. Coordinate use and payment with Owner for use of Owner facilities. 1.3 TEMPORARY WATER SERVICE A. Provide suitable quality water service as needed to maintain specified conditions for construction operations. Temporary Facilities and Controls DFCM # Page 1 of

16 1.4 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facility use is not permitted. Provide facilities at time of project mobilization. B. At end of construction, return existing facilities used for construction operations to same or better condition as original condition. C. Conform with Storm Water Pollution Prevention Plan Best Management Practices. 1.5 VEHICULAR ACCESS A. Location approved by Owner. 1.6 PARKING A. Locate as approved by Owner. B. Maintenance: 1. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment, products, mud, snow, and ice. 2. Maintain existing [and permanent] paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original, or specified, condition. 1.7 TRAFFIC REGULATION A. Signs, Signals, And Devices: 1. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 1.8 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by authorities having jurisdiction for public rights-of-way. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.9 ENCLOSURES AND FENCING A. Construction: Contractor's option Temporary Facilities and Controls DFCM # Page 2 of

17 1.10 SECURITY A. Security Program: 1. Protect Work existing premises from theft, vandalism, and unauthorized entry. 2. Initiate program [in coordination with Owner's existing security system] at project mobilization. 3. Maintain program throughout construction period until Owner occupancy. B. Entry Control: 1. Coordinate access of Owner's personnel to site in coordination with Owner's security forces WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion DUST CONTROL A. Execute Work by methods to minimize raising dust from construction operations. B. Provide positive means to prevent air-borne dust from dispersing into atmosphere. C. When required, develop and implement a fugitive dust control plan and permit per local, state and federal requirements EROSION AND SEDIMENT CONTROL A. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. B. Minimize surface area of bare soil exposed at one time. C. Provide temporary measures including berms, dikes, and drains, and other devices to prevent water flow. D. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. E. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures NOISE CONTROL A. Provide methods, means, and facilities to minimize noise produced by construction operations. Temporary Facilities and Controls DFCM # Page 3 of

18 B. When required, develop and implement a storm water pollution prevention plan (SWPPP) per local, state and federal requirements. Obtain applicable permits. Close permits when or transfer responsibly to owner when scope of work is complete POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. B. Comply with pollution and environmental control requirements of authorities having jurisdiction 1.16 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to minimum depth of 2 feet. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. E. Leave SWPPP BMP s in place as necessary to meet storm water permits. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Temporary Facilities and Controls DFCM # Page 4 of

19 SECTION PRODUCT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Products. B. Product delivery requirements. C. Product storage and handling requirements. D. Product options. E. Product substitution procedures. 1.2 PRODUCTS A. Furnish products of qualified manufacturers suitable for intended use. Furnish products of each type by single manufacturer unless specified otherwise. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by Contract Documents. C. Furnish interchangeable components from same manufacturer for components being replaced. 1.3 PRODUCT DELIVERY REQUIREMENTS A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Store and protect products in accordance with manufacturers' instructions. B. Store with seals and labels intact and legible. C. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. D. For exterior storage of fabricated products, place on sloped supports above ground. Product Requirements DFCM # Page 1 of

20 E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. F. Store loose granular materials on solid flat surfaces in well-drained area. Prevent mixing with foreign matter. G. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. H. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. 1.5 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of one of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with Provision for Substitutions: Submit request for substitution for any manufacturer not named in accordance with the following article. 1.6 PRODUCT SUBSTITUTION PROCEDURES A. Engineer will consider requests for Substitutions only within 30 days after date Owner- Contractor Agreement. B. Substitutions may be considered when a product becomes unavailable through no fault of Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds quality level of specified product. 2. Will provide same warranty for Substitution as for specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner and Engineer for review or redesign services associated with re-approval by authorities having jurisdiction. E. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals, without separate written request, or when acceptance will require revision to Contract Documents. Product Requirements DFCM # Page 2 of

21 F. Substitution Submittal Procedure: 1. Submit request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit Shop Drawings, Product Data, and certified test results attesting to proposed product equivalence. Burden of proof is on proposer. 3. Engineer will notify Contractor in writing of decision to accept or reject request. PART 2 PRODUCTS NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Product Requirements DFCM # Page 3 of

22 SECTION EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Starting of systems. D. Demonstration and instructions. E. Testing, adjusting and balancing. F. Protecting installed construction. G. Project record documents. H. Operation and maintenance data. I. Manual for materials and finishes. J. Manual for equipment and systems. K. Spare parts and maintenance products. L. Product warranties and product bonds. M. Maintenance service. 1.2 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Engineer's review. B. Provide submittals to Architect/Engineer and Owner and as required by authorities having jurisdiction. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.3 FINAL CLEANING A. Execute final cleaning prior to final project assessment. Execution and Closeout Requirements DFCM # Page 1 of

23 B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces. C. Clean equipment and fixtures to sanitary condition with cleaning materials appropriate to surface and material being cleaned. D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from site. 1.4 STARTING OF SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. B. Notify Engineer and Owner seven days prior to start-up of each item. C. Verify each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable manufacturer's representative and Contractors' personnel in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report in accordance with Section Submittal Procedures that equipment or system has been properly installed and is functioning correctly. 1.5 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of products to Owner's personnel one weeks before final inspection. B. Demonstrate Project equipment. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. Execution and Closeout Requirements DFCM # Page 2 of

24 D. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. F. Required instruction time for each item of equipment and system is specified in individual sections. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress, at least weekly. E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract drawings. G. Submit documents to Architect/Engineer with claim for final Application for Payment. 1.7 OPERATION AND MAINTENANCE DATA A. Submit data bound in 8-1/2 x 11 inch (A4) text pages, three D side ring capacity expansion binders with durable plastic covers. Execution and Closeout Requirements DFCM # Page 3 of

25 B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. E. Contents: Prepare Table of Contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. 3. Part 3: Project documents and certificates, including the following: a. Shop drawings and product data. b. Air and water balance reports. c. Certificates. d. Photocopies of warranties and bonds. 1.8 MANUAL FOR MATERIALS AND FINISHES A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes 15 days prior to final inspection. Draft copy be reviewed and returned after final inspection, with Engineer comments. Revise content of document sets as required prior to final submission. D. Submit two sets of revised final volumes in final form within 10 days after final inspection. Execution and Closeout Requirements DFCM # Page 4 of

26 E. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Include information for re-ordering custom manufactured products. F. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. G. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Include recommendations for inspections, maintenance, and repair. H. Additional Requirements: As specified in individual product specification sections. I. Include listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.9 MANUAL FOR EQUIPMENT AND SYSTEMS A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Architect/Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes 15 days prior to final inspection. Draft copy be reviewed and returned after final inspection, with Architect/Engineer comments. Revise content of document sets as required prior to final submission. D. Submit two sets of revised final volumes in final form within 10 days after final inspection. E. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and model number of replaceable parts. F. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed. G. Include color coded wiring diagrams as installed. H. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and special operating instructions. Execution and Closeout Requirements DFCM # Page 5 of

27 I. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. J. Include servicing and lubrication schedule, and list of lubricants required. K. Include manufacturer's printed operation and maintenance instructions. L. Include sequence of operation by controls manufacturer. M. Include original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. N. Include control diagrams by controls manufacturer as installed. O. Include Contractor's coordination drawings, with color coded piping diagrams as installed. P. Include charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Q. Include list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. R. Include test and balancing reports as specified in Section Quality Requirements S. Additional Requirements: As specified in individual product specification sections. T. Include listing in Table of Contents for design data, with tabbed dividers and space for insertion of data SPARE PARTS AND MAINTENANCE PRODUCTS A. Furnish spare parts, maintenance, and extra products in quantities specified in individual specification sections. B. Deliver to Project site and place in location as directed by Owner; obtain receipt prior to final payment PRODUCT WARRANTIES AND PRODUCT BONDS A. Obtain warranties and bonds executed in duplicate by responsible subcontractors, suppliers, and manufacturers, within ten days after completion of applicable item of work. B. Execute and assemble transferable warranty documents and bonds from subcontractors, suppliers, and manufacturers. C. Verify documents are in proper form, contain full information, and are notarized. Execution and Closeout Requirements DFCM # Page 6 of

28 D. Co-execute submittals when required. E. Include Table of Contents and assemble in three D side ring binder with durable plastic cover. F. Submit prior to final Application for Payment. G. Time Of Submittals: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance. 2. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period MAINTENANCE SERVICE A. Furnish service and maintenance of components indicated in specification sections during warranty period. B. Examine system components at frequency consistent with reliable operation. Clean, adjust, and lubricate as required. C. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by manufacturer of original component. D. Do not assign or transfer maintenance service to agent or Subcontractor without prior written consent of Owner. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Execution and Closeout Requirements DFCM # Page 7 of

29 SECTION SELECTIVE STRUCTURE DEMOLITION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolishing designated building equipment and fixtures. 2. Demolishing designated construction. 3. Cutting and alterations for completion of the Work. 4. Removing designated items for reuse and Owner s retention. 5. Protecting items designated to remain. 6. Removing demolished materials. 1.2 SUBMITTALS A. Section Submittal Procedures: Requirements for submittals. B. Demolition Schedule: Indicate overall schedule and interruptions required for utility and building services. C. Shop Drawings: 1. Indicate demolition and removal sequence. 2. Indicate location of items designated for reuse and Owner s retention. 3. Indicate location and construction of temporary work. D. Permits: Provide permits before beginning demolition. 1.3 CLOSEOUT SUBMITTALS A. Section Execution and Closeout Requirements: Requirements for submittals. B. Project Record Documents: Accurately record actual locations of capped utilities, concealed utilities discovered during demolition, subsurface obstructions. C. Operation and Maintenance Data: Submit description of system, inspection data, and parts lists. D. Permits: Close permits as necessary by agencies. 1.4 QUALITY ASSURANCE A. Conform to applicable code for demolition work, dust control, products requiring electrical disconnection and re-connection. Selective Structure Demolition DFCM # Page 1 of

30 B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered. C. Obtain required permits from authorities having jurisdiction. D. Perform Work in accordance with State of Utah standard. 1.5 PRE-INSTALLATION MEETINGS A. Section Administrative Requirements: Pre-installation meeting. B. Convene minimum one week prior to commencing work of this section. 1.6 SEQUENCING A. Section Summary: Requirements for sequencing. B. Owner will conduct salvage operations before demolition begins to remove materials Owner chooses to retain, unless indicated that contractor shall salvage to Owner. 1.7 SCHEDULING A. Section Administrative Requirements: Requirements for scheduling. B. Schedule Work to coincide with new construction. C. Cooperate with Owner in scheduling noisy operations and waste removal that may impact Owners operation and in adjoining spaces. D. Perform noisy, malodorous, dusty work: 1. Between hours of 7am and 7pm. E. Coordinate utility and building service interruptions with Owner. 1. Do not disable or disrupt building fire or life safety systems without three days prior written notice to Owner. 2. Schedule tie-ins to existing systems to minimize disruption. 3. Coordinate Work to ensure fire sprinklers, fire alarms, smoke detectors, emergency lighting, exit signs and other life safety systems remain in full operation in occupied areas. 1.8 PROJECT CONDITIONS A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Cease operations immediately if structure appears to be in danger and notify Architect/Engineer. Do not resume operations until directed. Selective Structure Demolition DFCM # Page 2 of

31 PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PREPARATION A. Notify affected utility companies before starting work and comply with their requirements. B. Mark location and termination of utilities. C. Erect, and maintain temporary barriers and security devices at locations indicated, including warning signs and lights, and similar measures, for protection of the public, Owner, and existing improvements indicated to remain. D. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure. 3.2 SALVAGE REQUIREMENTS A. Coordinate with Owner to identify building components and equipment required to be removed and delivered to Owner. B. Tag components and equipment Owner designates for salvage. C. Protect designated salvage items from demolition operations until items can be removed. D. Carefully remove building components and equipment indicated to be salvaged. E. Disassemble as required to permit removal from building. F. Package small and loose parts to avoid loss. G. Mark equipment and packaged parts to permit identification and consolidation of components of each salvaged item. H. Prepare assembly instructions consistent with disassembled parts. Package assembly instructions in protective envelope and securely attach to each disassembled salvaged item. I. Deliver salvaged items to Owner. Obtain signed receipt from Owner. 3.3 DEMOLITION A. Conduct demolition to minimize interference with adjacent and occupied building areas. Selective Structure Demolition DFCM # Page 3 of

32 B. Maintain protected egress from and access to adjacent existing buildings at all times. C. Do not close or obstruct roadways and sidewalks without permits. D. Cease operations immediately when structure appears to be in danger and notify Engineer. E. Disconnect and remove designated utilities within demolition areas. F. Cap and identify abandoned utilities at termination points when utility is not completely removed. Annotate Record Drawings indicating location and type of service for capped utilities remaining after demolition. G. Demolish in orderly and careful manner. Protect existing improvements, supporting structural members. H. Carefully remove building components indicated to be reused. 1. Disassemble components as required to permit removal. 2. Package small and loose parts to avoid loss. 3. Mark components and packaged parts to permit reinstallation. 4. Store components, protected from construction operations, until reinstalled. I. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site. J. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition. K. Remove temporary Work. END OF SECTION Selective Structure Demolition DFCM # Page 4 of

33 SECTION CONCRETE FORMING AND ACCESSORIES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Formwork for cast-in place concrete. 2. Shoring, bracing, and anchorage. 3. Architectural form liners. 4. Form accessories. 5. Form stripping. B. Related Sections: 1. Section Concrete Reinforcing. 2. Section Cast-In-Place Concrete. 3. Section Metal Fabrications: Product requirements for metal fabrications for placement by this Section. 1.2 DESIGN REQUIREMENTS A. ASTM International: 1. ASTM D Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). 2. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with ACI 318. B. For wood products furnished for work of this Section, comply with AF&PA. 1.4 DELIVERY, STORAGE, AND HANDLING A. Section Product Requirements: Products storage and handling requirements. B. Deliver void forms and installation instructions in manufacturer's packaging. C. Store off ground in ventilated and protected manner to prevent deterioration from moisture. Concrete Forming and Accessories DFCM # Page 1 of

34 1.5 COORDINATION A. Section Administrative Requirements { Administrative Requirements}: Coordination and project conditions. B. Coordinate this Section with other sections of work, requiring attachment of components to formwork. PART 2 PRODUCTS 2.1 WOOD FORM MATERIALS A. Form Materials: At discretion of Contractor. 2.2 FORMWORK ACCESSORIES A. Form Ties: Snap-off type, metal, fixed length, free of defects. B. Spreaders: Standard, non-corrosive metal form clamp assembly, of type acting as spreaders and leaving no metal within 1 inch of concrete face. Wire ties, wood spreaders or through bolts are not permitted. C. Form Anchors and Hangers: 1. Do not use anchors and hangers exposed concrete leaving exposed metal at concrete surface. 2. Symmetrically arrange hangers supporting forms from structural steel members to minimize twisting or rotation of member. 3. Penetration of structural steel members is not permitted. D. Form Release Agent: Colorless mineral oil that will not stain concrete, or absorb moisture [, or impair natural bonding or color characteristics of coating intended for use on concrete]. 1. Manufacturers: 2. Arcal Chemical Corporation Arcal Industrial Synthetics Company Synthex. 4. Nox-Crete Company Nox-Crete Form Coating. 5. Substitutions: Section Product Requirements. E. Corners: Chamfer, type; 1x1 inch size; maximum possible lengths. F. Vapor Retarder: Where indicated on Drawings, 8 mil thick polyethylene sheet. G. Bituminous Joint Filler: ASTM D1751. H. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Size, strength and character to maintain formwork in place while placing concrete. Concrete Forming and Accessories DFCM # Page 2 of

35 PART 3 EXECUTION 3.1 EXAMINATION A. Section Administrative Requirements: Coordination and project conditions. B. Verify lines, levels, and centers before proceeding with formwork. Verify dimensions agree with Drawings. C. When formwork is placed after reinforcement resulting in insufficient concrete cover over reinforcement before proceeding, request instructions from Architect/Engineer. 3.2 INSTALLATION A. Earth Forms: 1. Earth forms are not permitted. B. Formwork - General: 1. Provide top form for sloped surfaces steeper than 1.5 horizontal to 1 vertical to hold shape of concrete during placement, unless it can be demonstrated that top forms can be omitted. 2. Construct forms to correct shape and dimensions, mortar-tight, braced, and of sufficient strength to maintain shape and position under imposed loads from construction operations. 3. Camber forms where necessary to produce level finished soffits unless otherwise shown on Drawings. 4. Carefully verify horizontal and vertical positions of forms. Correct misaligned or misplaced forms before placing concrete. 5. Complete wedging and bracing before placing concrete. C. Forms for Smooth Finish Concrete: 1. Use steel, plywood or lined board forms. 2. Use clean and smooth plywood and form liners, uniform in size, and free from surface and edge damage capable of affecting resulting concrete finish. 3. Install form lining with close-fitting square joints between separate sheets without springing into place. 4. Use full size sheets of form lines and plywood wherever possible. 5. Tape joints to prevent protrusions in concrete. 6. Use care in forming and stripping wood forms to protect corners and edges. 7. Level and continue horizontal joints. 8. Keep wood forms wet until stripped. D. Architectural Form Liners: Concrete Forming and Accessories DFCM # Page 3 of

36 1. Erect architectural side of formwork first. 2. Attach form liner to forms before installing form ties. 3. Install form liners square, with joints and pattern aligned. 4. Seal form liner joints to prevent grout leaks. 5. Dress joints and edges to match form liner pattern and texture. 3.3 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces are indicated to receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. D. Reuse and Coating of Forms: Thoroughly clean forms and reapply form coating before each reuse. For exposed work, do not reuse forms with damaged faces or edges. Apply form coating to forms in accordance with manufacturer s specifications. Do not coat forms for concrete indicated to receive scored finish. Apply form coatings before placing reinforcing steel. 3.4 INSTALLATION - INSERTS, EMBEDDED PARTS, AND OPENINGS A. Install formed openings for items to be embedded in or passing through concrete work. B. Locate and set in place items required to be cast directly into concrete. C. Coordinate with Work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other Work. D. Install accessories straight, level, and plumb. Ensure items are not disturbed during concrete placement. E. Install water stops continuous without displacing reinforcement. F. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. G. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. H. Form Ties: 1. Use sufficient strength and sufficient quantity to prevent spreading of forms. 2. Place ties at least 1 inch (25 mm) away from finished surface of concrete. 3. Leave inner rods in concrete when forms are stripped. 4. Space form ties equidistant, symmetrical and aligned vertically and horizontally unless otherwise shown on Drawings. Concrete Forming and Accessories DFCM # Page 4 of

37 I. Arrangement: Arrange formwork to allow proper erection sequence and to permit form removal without damage to concrete. J. Construction Joints: 1. Install surfaced pouring strip where construction joints intersect exposed surfaces to provide straight line at joints. 2. Just prior to subsequent concrete placement, remove strip and tighten forms to conceal shrinkage. 3. Show no overlapping of construction joints. Construct joints to present same appearance as butted plywood joints. 4. Arrange joints in continuous line straight, true and sharp. K. Embedded Items: 1. Make provisions for pipes, sleeves, anchors, inserts, reglets, anchor slots, nailers, water stops, and other features. 2. Do not embed wood or uncoated aluminum in concrete. 3. Obtain installation and setting information for embedded items furnished under other Specification sections. 4. Securely anchor embedded items in correct location and alignment prior to placing concrete. 5. Verify conduits and pipes, including those made of coated aluminum, meet requirements of ACI 318 for size and location limitations. L. Openings for Items Passing Through Concrete: 1. Frame openings in concrete where indicated on Drawings. Establish exact locations, sizes, and other conditions required for openings and attachment of work specified under other sections. 2. Coordinate work to avoid cutting and patching of concrete after placement. 3. Perform cutting and repairing of concrete required as result of failure to provide required openings. M. Screeds: 1. Set screeds and establish levels for tops of concrete slabs and levels for finish on slabs. 2. Slope slabs to drain where required or as shown on Drawings. 3. Before depositing concrete, remove debris from space to be occupied by concrete and thoroughly wet forms. Remove freestanding water. N. Screed Supports: 1. For concrete over waterproof membranes and vapor retarder membranes, use cradle, pad or base type screed supports which will not puncture membrane. 2. Staking through membrane is not be permitted. O. Cleanouts and Access Panels: 1. Provide removable cleanout sections or access panels at bottoms of forms to permit inspection and effective cleaning of loose dirt, debris and waste material. Concrete Forming and Accessories DFCM # Page 5 of

38 2. Clean forms and surfaces against which concrete is to be placed. Remove chips, saw dust and other debris. Thoroughly blow out forms with compressed air just before concrete is placed. 3.5 FORM CLEANING A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. D. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter. 3.6 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads and removal has been approved by Architect/Engineer. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. D. Leave forms in place for minimum number of days as specified in ACI ERECTION TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301. B. Tolerances: 1. Walls: ¼ per Floors: ¼ per All other concrete: as specified in ACI FIELD QUALITY CONTROL A. Section Quality Requirements, Execution and Closeout Requirements: Field inspecting, testing, adjusting, and balancing. B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. Concrete Forming and Accessories DFCM # Page 6 of

39 C. Notify Architect/Engineer after placement of reinforcing steel in forms, but prior to placing concrete. D. Schedule concrete placement to permit formwork inspection before placing concrete. END OF SECTION Concrete Forming and Accessories DFCM # Page 7 of

40 SECTION CONCRETE REINFORCING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: B. Reinforcing bars. C. Welded wire fabric. D. Reinforcement accessories. E. Related Sections: F. Section Concrete Forming and Accessories. G. Section Cast-In-Place Concrete. 1.2 REFERENCES 1. American Concrete Institute: 2. ACI Specifications for Structural Concrete. 3. ACI Building Code Requirements for Structural Concrete. 4. ACI Specifications for Masonry Structures. 5. ACI SP-66 - ACI Detailing Manual. 6. ASTM International: 7. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement. 8. ASTM A184/A184M - Standard Specification for Fabricated Deformed Steel Bar Mats for Concrete Reinforcement. 9. A185/A185M-07 Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. 10. ASTM A496/A496M - Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement. 11. ASTM A497/A497M - Standard Specification for Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement. 12. ASTM A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 13. ASTM A704/A704M - Standard Specification for Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement. 14. ASTM A706/A706M - Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. Concrete Reinforcing DFCM # Page 1 of

41 15. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement. 16. ASTM A775/A775M - Standard Specification for Epoxy-Coated Steel Reinforcing Bars. 17. ASTM A884/A884M - Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement. 18. ASTM A934/A934M - Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars. 19. ASTM A996/A996M - Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement. 20. American Welding Society: 21. AWS D1.4 - Structural Welding Code - Reinforcing Steel. 22. Concrete Reinforcing Steel Institute: 23. CRSI - Manual of Standard Practice. 24. CRSI - Placing Reinforcing Bars. 1.3 SUBMITTALS 1. Section Submittal Procedures: Submittal procedures. 2. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel and welded wire fabric, bending and cutting schedules, and supporting and spacing devices. 3. Certificates: Submit AWS qualification certificate for welders employed on the Work. 1.4 QUALITY ASSURANCE 1. Codes and Standards: The Contractor shall comply with all requirements of the following codes and standards (most recent edition), except as modified herein: 2. American Welding Society, AWS D12.1 "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction." 3. Concrete Reinforcing Steel Institute, "Manual of Standard Practice." 4. American Concrete Institute, ACI 318 "Building Code Requirements for Reinforced Concrete." 5. American Concrete Institute, ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structure." 6. Other References: a. ASTM A82 - Specification for Steel Wire, Plain, for Concrete Reinforcement. b. ASTM A185 - Specification for Welded Wire, Fabric, Plain for Concrete Reinforcement. c. ASTM A615 - Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. Concrete Reinforcing DFCM # Page 2 of

42 d. AASHTO M31 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. e. AASHTO M32 - Cold Drawn Steel Wire for Concrete. f. AASHTO M54 - Fabricated Steel Bar or Rod Mats for Concrete Reinforcement. g. AASHTO M55 - Welded Steel Wire Fabric for Rein- forced Concrete. 1.5 QUALIFICATIONS 1. Welders: AWS qualified within previous 12 months. 1.6 COORDINATION 1. Section Administrative Requirements: Coordination and project conditions. 2. Coordinate with placement of formwork, formed openings and other Work. PART 2 PRODUCTS 2.1 REINFORCEMENT 1. Unless otherwise called for on the Drawings, all reinforcing steel for this project shall conform to ASTM A615 Grade 60, except for #3 stirrups or column ties, which shall be Grade Bar mats shall conform to the requirements of AASHTO M54 (ASTM A82). 2.2 ACCESSORY MATERIALS 1. Chairs and spacers shall be metal stock, designed for the purpose intended. 2. All accessories shall comply with CRSI "Recommended Practice for Placing Bar Supports, Specifications and Nomenclature." 3. The Contractor shall provide stainless steel accessories for sight-exposed concrete (exterior), and concrete surfaces exposed to moisture or containing water. 4. Slabs on grade where the base material will not support chairs, shall use supports with sand plates or horizontal runners to properly locate steel reinforcing in the slab. 5. Wire-bar type supports shall complying with CRSI recommendations. Wood, brick, or other materials will not be accepted. 6. Tie wire shall be 16-gauge, black, soft-annealed wire. Tie wire shall not be closer than 1-inch from surface of wall or slab after tying in place. 2.3 WELDED WIRE FABRIC A. Welded-wire fabric shall be electrically welded, 65,000 psi yield strength minimum, and shall conform to ASTM A185 or A 497 (AASHTO M55) and ACI 318, latest edition. Concrete Reinforcing DFCM # Page 3 of

43 2.4 SPLICES AND MECHANICAL CONNECTIONS A. Metal Sleeve: If used for splice, provide with cast filler metal, capable of developing in tension or compression 125 percent of specified yield strength of the bar, as manufactured by: 1. Erico Products, Inc., Cleveland, OH, Cadweld C-Series. 2. Or equal. B. Mechanical Threaded Connections: Metal coupling sleeve with internal threads which engage threaded ends of bars to be spliced, and develops in tension or compression 125 percent of the specified yield strength of the bar, as manufactured by: 1. Erico Products, Inc., Cleveland, OH, Lenton Reinforcing Steel Couplers. 2. Richmond Screw Anchor Co., Inc., Fort Worth, TX, Richmond DB-SAE Dowel Bar Splicers. 2.5 SHOP FINISHING A. Galvanized Finish for Steel Bars: ASTM A767/A767M, Class I, hot dip galvanized after fabrication. B. Epoxy Coated Finish for Steel Bars: ASTM A775/A775M. C. Epoxy Coated Finish for Steel Wire: ASTM A884/A884M; Class A using ASTM A775/A775M. PART 3 EXECUTION 3.1 FABRICATION A. General: The Contractor shall fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI "Manual of Standard Practice" and ACI 301. In case of fabricating errors, the heating, rebending or straightening of reinforcement will not be permitted. 3.2 GENERAL A. Meet requirements in the manual titled, "Placing Reinforcing Bars", published by Concrete Reinforcing Steel Institute (CRSI). B. Steel reinforcement shall be protected at all times from injury. When placed in the work, it shall be free from dirt, detrimental scale, paint, oil and other foreign substance. When steel reinforcement has detrimental rust, loose scale and dust, which is easily removable, it shall be cleaned by a satisfactory method, if approved. C. All bars shall be bent cold, unless otherwise permitted. No bars partially embedded in concrete shall be field bent except as shown on the Drawings or otherwise permitted. Concrete Reinforcing DFCM # Page 4 of

44 D. Details of concrete reinforcement and accessories not covered herein or on the Drawings shall be in accordance with ACI 315. E. Notify Engineer when reinforcing is ready for inspection and allow sufficient time for this inspection prior to close-up of the forming system or placing concrete. 3.3 INSTALLATION A. The Contractor shall clean reinforcement to remove all loose rust and mill scale, earth, ice, oil or grease, and other materials, which reduce or destroy the bond between the concrete and reinforcing steel. B. The Contractor shall position, support, and secure all reinforcement to prevent displacement by formwork, construction loadings, or concrete placement operations. Steel reinforcing shall be located and supported by metal chairs, runners, bolsters, spacers and hangers, as required. The reinforcement shall be placed to obtain the coverage for concrete protection noted on the Drawings. Where the coverage is not shown, the reinforcement shall be placed to obtain at least the minimum coverage specified hereinafter. The Contractor shall arrange, space, and securely tie bars and bar supports together with 16-gauge wire to hold reinforcement accurately and solidly in position during concrete placement operations. Wire ties shall be set so that the twisted ends are directed away from the exposed concrete surfaces. All reinforcement will be tied and secured in the correct position in the forms before placing concrete. Do not stab reinforcing into fresh placed concrete. C. The Contractor shall provide a sufficient number of supports of adequate strength to carry the reinforcement. Reinforcing bars shall not be placed more than 2 inches beyond the last leg of any continuous bar support. Supports shall not be used as bases for runways for concrete conveying equipment and similar construction loads. D. Supports or spacers of pebbles, pieces of broken stone, concrete rubble, broken brick or building blocks, metal pipe or wooden blocks will not be permitted. E. Splices: 1. Standard reinforcement splices shall be done by lapping the ends, placing the bars in contact, and tightly wiring the splice together. The requirements of ACI 318 for minimum lap of spliced bars shall be provided. Use lap splices unless otherwise shown on the Drawings or permitted in writing by the Engineer. Stagger splices minimum of 40 bar diameters in adjacent bars unless otherwise shown on the Drawings or permitted in writing by the Engineer. 2. No field welding or tacking of reinforcement will be permitted. 3. Vertical bars in columns shall be offset at least one bar diameter at lapped splices. To ensure proper placement, templates shall be furnished for all column dowels. F. Unless otherwise shown on the Drawings, the Contractor shall provide cover as follows: Concrete Reinforcing DFCM # Page 5 of

45 1. Not less than 3 inches where the concrete is placed against the ground and without use of forms. 2. Not less than 1 1/2-inches for bars smaller than No. 6 and not less than 2- inches for No. 6 bars and larger where concrete is exposed to the weather, water, or in contact with earth, but placed in forms. 3. Not less than 1 1/2-inches for interior slabs, walls, beams, and columns. G. The Contractor shall provide a minimum of two No. 4 bars in the top and bottom of a slab or wall face at 45 degrees on all four corners at all openings in structural slabs and walls, unless otherwise shown on the Drawings. Bars shall extend on each side sufficiently to develop bond in each bar. H. The Contractor shall notify the Engineer when reinforcing is in place so that an inspection of reinforcement placement can be made prior to the close-up of formwork or the placement of concrete. I. Conform to ACI 301 for all placing tolerances. J. Bars may be moved to avoid interference with other reinforcing steel, conduits, or embedded items. If moved more than one bar diameter or the stipulated tolerance, the Contractor shall consult with the Engineer to determine final placement. K. At construction joints and before constructing concrete formwork for next stage of construction, the Contractor shall clean all dowels, reinforcing bars and concrete surfaces. All loose material and foreign objects shall be cleaned out of forming before placement of concrete. L. Placing Welded Wire Fabric: 1. Extend fabric to within 2-inches of edges of slab, and slab control joints and lap splices at least 1½ courses of fabric or minimum 8-inches. 2. Tie laps and splices securely at ends and at least every 24-inches with 16- gauge black annealed steel wire. 3. Place welded wire fabric on #4 continuous bars at 4'-0" at proper distance above bottom of slab. All slab reinforcing is to be discontinuous at slab control joints. 4. Meet current ACI 318 and current Manual of Standard Practice, Welded Wire Fabric, by the Wire Reinforcement Institute regarding placement, bends, laps, and other requirements. 5. All welded wire fabric shall be provided in flat sheets. Rolled fabric will not be permitted. M. Field Bending: 1. Straightening and Rebending: Do not straighten or rebend metal reinforcement. Field bending of reinforcing steel bars is not permitted. Concrete Reinforcing DFCM # Page 6 of

46 October 7, Unless permitted by Engineer, do not cut reinforcing bars in the field. 3.4 MECHANICAL SPLICES AND CONNECTIONS A. Install as required by manufacturer with threads tightened as required by referenced ICBO Report. B. Carefully inspect each splice and verify that each component meets manufacturer's and ICBO requirements. C. Maintain minimum edge distance and concrete cover. END OF SECTION Concrete Reinforcing DFCM # Page 7 of

47 SECTION CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.1 SUMMARY A. Section includes cast-in-place concrete for the following: 1. Building frame members. 2. Shear walls. 3. Elevator shaft walls. 4. Foundation walls. 5. Supported slabs. 6. Slabs on grade. 7. Control, expansion and contraction joint devices. 8. Equipment pads. 9. Light pole base. 10. Flagpole base. 11. Thrust blocks. 12. Manholes. 1.2 REFERENCES A. American Concrete Institute: 1. ACI Specifications for Structural Concrete. 2. ACI Hot Weather Concreting. 3. ACI Standard Specification for Cold Weather Concreting. 4. ACI Standard Specification for Curing Concrete. 5. ACI Building Code Requirements for Structural Concrete. B. ASTM International: 1. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. 2. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric). 3. ASTM C31/C31M - Standard Practice for Making and Curing Concrete Test Specimens in the Field. 4. ASTM C33 - Standard Specification for Concrete Aggregates. 5. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 6. ASTM C42/C42M - Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. 7. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete. 8. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic Cement Concrete. 9. ASTM C150 - Standard Specification for Portland Cement. Cast-In-Place Concrete DFCM # Page 1 of

48 10. ASTM C172 - Standard Practice for Sampling Freshly Mixed Concrete. 11. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. 12. ASTM C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 13. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete. 14. ASTM C330 - Standard Specification for Lightweight Aggregates for Structural Concrete. 15. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete. 16. ASTM C595 - Standard Specification for Blended Hydraulic Cements. 17. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete. 18. ASTM C685/C685M - Standard Specification for Concrete Made By Volumetric Batching and Continuous Mixing. 19. ASTM C845 - Standard Specification for Expansive Hydraulic Cement. 20. ASTM C989 - Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars. 21. ASTM C1017/C1017M - Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete. 22. ASTM C1064/C1064M - Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete. 23. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Nonshrink). 24. ASTM C Standard Specification for Fiber-Reinforced Concrete and Shotcrete. 25. ASTM C Standard Performance Specification for Hydraulic Cement. 26. ASTM C1218/C1218M - Standard Test Method for Water-Soluble Chloride in Mortar and Concrete. 27. ASTM C Standard Specification for Silica Fume Used in Cementitious Mixtures. 28. ASTM D994 - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type). 29. ASTM D Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). 30. ASTM D Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. 31. ASTM D Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements. 32. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials. 33. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 34. ASTM E Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill under Concrete Slabs. 35. ASTM E Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs. Cast-In-Place Concrete DFCM # Page 2 of

49 C. South Coast Air Quality Management District: 1. SCAQMD Rule Adhesive and Sealant Applications. 1.3 SUBMITTALS A. Section Submittal Procedures: Submittal procedures. B. Product Data: Submit data on joint devices, attachment accessories and admixtures. C. Design Data: 1. Submit concrete mix design for each concrete strength. Submit separate mix designs when admixtures are required for the following: a. Hot and cold weather concrete work. b. Air entrained concrete work. 2. Identify mix ingredients and proportions, including admixtures. D. Samples: Submit two long samples of expansion/contraction joint and control joint. E. Manufacturer's Installation Instructions: Submit installation procedures and interface required with adjacent Work. 1.4 CLOSEOUT SUBMITTALS A. Section Execution and Closeout Requirements: Closeout procedures. B. Project Record Documents: Accurately record actual locations of embedded utilities and components concealed from view in finished construction. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Conform to ACI 305 when concreting during hot weather. C. Conform to ACI when concreting during cold weather. D. Acquire cement and aggregate from one source for Work. 1.6 ENVIRONMENTAL REQUIREMENTS A. Section Product Requirements: Environmental conditions affecting products on site. B. Maintain concrete temperature after installation at minimum 50 degrees F for minimum 7 days. Cast-In-Place Concrete DFCM # Page 3 of

50 1.7 COORDINATION A. Section Administrative Requirements: Coordination and project conditions. B. Coordinate placement of joint devices with erection of concrete formwork and placement of form accessories. PART 2 PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C150, Type II Moderate. B. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical: ASTM C494/C494M. 1. Type A - Water Reducing. C. Fly Ash: ASTM C618 Class F. D. Plasticizing: ASTM C1017/C1017M Type I, plasticizing E. Substitutions: Section Product Requirements. 2.3 ACCESSORIES A. Non-Shrink Grout: ASTM C1107/C1107M; premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000] psi in 28 days manufactured by Gifford-Hill Supreme, L&W Crystex, or UPCO Upcon High Flow. B. Concrete Reinforcing Fibers: ASTM C1116, high strength industrial-grade fibers specifically engineered for secondary reinforcement of concrete. Tensile strength -130 ksi toughness 15 ksi; ¾ inch long fibers, 34 million/lb fiber count. 1. Manufacturers: a. Nycon. b. Substitutions: Section Product Requirements Cast-In-Place Concrete DFCM # Page 4 of

51 2.4 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler Type A: ASTM D1751 [ASTM D994]; Asphalt impregnated fiberboard or felt, 1/4 inch thick; tongue and groove profile. B. Joint Filler Type B: ASTM D1752; recycled PVC. 2.5 CONCRETE MIX A. Provide concrete to the following criteria: Concrete Thrust Blocking: 7 days 1300 psi 28 days 2500 psi Maximum water/cement Plus fly ash ratio 0.44 by weight point of placement 3-5 inches Maximum Aggregate Size ¾ inch, ASTM C33 unless otherwise shown on the Drawings. All Other Concrete: 7 days 2680 psi 28 days 4000 psi Minimum Cement plus fly ash content 560 lbs/cy Maximum water/cement plus Fly ash ratio.42 by weight point of placement 2-4 inches (for machine placed curb & gutter use a maximum slump of 2.5 inches) Entrained Air 6 ±1% Maximum Aggregate Size ¾ inch, ASTM C33 unless otherwise shown on the Drawings 1. Design shall be by an approved independent testing laboratory and a trial mix batch shall be made and tested by that laboratory. Average strength of cylinders in trial batch must exceed specified strength by 15%. 2. A previously used mix design may be used provided aggregate source is the same, the mixing equipment is the same, and provided at least 10 tests were made by an independent laboratory with results meeting these specifications. 3. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, at no additional cost to the Owner. Test data for revised mix designs and strength results must be submitted and accepted before using the mix adjustments. B. Use accelerating admixtures in cold weather only when approved by Engineer. Use of admixtures will not relax cold weather placement requirements. Cast-In-Place Concrete DFCM # Page 5 of

52 C. Use of calcium chloride will not be permitted. D. Use set retarding admixtures during hot weather only when approved by Engineer. E. Average Compressive Strength Reduction: Permitted in accordance with ACI 318 F. Ready Mixed Concrete: Mix and deliver concrete in accordance with ASTM C94/C94M. G. Site Mixed Concrete: Mix concrete in accordance with ACI 318. PART 3 EXECUTION 3.1 EXAMINATION A. Section Administrative Requirements: Coordination and project conditions. B. Verify requirements for concrete cover over reinforcement. C. Verify anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent. Remove laitance, coatings, and unsound materials. B. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout. C. Remove debris and ice from formwork, reinforcement, and concrete substrates. D. Remove water from areas receiving concrete before concrete is placed. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 318. B. Notify testing laboratory and Engineer minimum 24 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints, and are not disturbed during concrete placement. D. Install vapor retarder under interior slabs on grade in accordance with ASTM E1643. Lap joints minimum 6inches and seal watertight by [adhesive applied between overlapping edges and ends. E. Repair vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material; lap over damaged areas minimum 6 inches and seal watertight. Cast-In-Place Concrete DFCM # Page 6 of

53 F. Install construction joint devices per manufacturer s instructions. G. Install joint device anchors per manufacturer s instructions. H. Install joint covers in longest practical length, when adjacent construction activity is complete. I. Apply sealants in joint devices in accordance manufacturer s instructions. J. Deposit concrete at final position. Prevent segregation of mix. K. Place concrete in continuous operation for each panel or section determined by predetermined joints. L. Consolidate concrete. M. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. N. Place concrete continuously between predetermined expansion, control, and construction joints. O. Place floor slabs in checkerboard or saw cut pattern indicated. P. Saw cut joints within 12 hours after placing. Q. Screed floors and slabs on grade level, maintaining surface flatness. 3.4 CONCRETE FINISHING A. Provide formed concrete surfaces to be left exposed concrete with smooth rubbed finish. B. Finish concrete floor surfaces in accordance with ACI 301. C. Steel trowel surfaces which are indicated to be exposed. D. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/8 inch per foot nominal or as indicated on drawings. 3.5 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. Cure floor surfaces in accordance with ACI 308. Cast-In-Place Concrete DFCM # Page 7 of

54 D. Ponding: Maintain 100 percent coverage of water over floor slab areas continuously for 4 days. E. Spraying: Spray water over floor slab areas and maintain wet for 7 days. F. Do not use curing compound where additional finishes such as hardeners, paintings, and other special coatings are required. Use water curing as specified instead. G. Absorptive cover shall be provided by burlap cloth made from jute or kenaf, weighing approximately 9 ounces per square yard and complying with AASHTO M 182, Class 2. H. A moisture retaining cover shall comply with one of the following: 1. Waterproof paper, ASTM C 171 or AASHTO M Polyethylene film, ASTM C Curing Compound: Resin based compound conforming to ASTM C 309, with additional requirement that the moisture loss shall not exceed gm/square cm/72 hours. I. Manufacturer's certification shall state that curing compound can be applied in one coat and shall show the quantity or coverage required to meet or exceed that above moisture retention. J. Provide manufacturer's certification that curing compound is acceptable to the appropriate state agency or health department. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301 and under provisions of Section B. Provide free access to Work and cooperate with testing firm(s). C. Submit proposed mix design to testing firm for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. One slump test will be taken for each load of concrete or fraction thereof, and every load of concrete thereafter. F. Air Entrainment Test: Accurately measure the amount of entrained air using ASTM C- 173 or ASTM C-231 testing method for all concrete pours. One test will be taken for load of concrete or fraction thereof, and every load of concrete thereafter. 3.7 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. Cast-In-Place Concrete DFCM # Page 8 of

55 B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections as directed in accordance with ACI DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by Architect/Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect/Engineer for each individual area. 3.9 SAWCUTTING AND CORE DRILLING A. Demonstrate to the Engineer, prior to commencing Work, that sawcutting/core drilling machinery and personnel are capable of completing this Work in accordance with the Contract Documents to the satisfaction of the Engineer. B. Utilize industry standard core-drilling machines and sawing machines to create or enlarge openings. Openings shall be smooth and properly located. C. Minimize overrun at corners when saw cutting. Fill slots with epoxy adhesive. D. Coat cut faces with Carboline Bitumastic 300M to protect exposed rebar. E. Cuttings and wastewater must be disposed of off-site. F. Tolerances: 1. Circular openings: Concentric + 1/16inch out-of-round or less as required by piping connector or slide gate manufacturer. Invert location + 1/8 inch. 2. Square or rectangular openings: + 1/16 inch or less as required by slide gate manufacturer. Invert location + 1/8 inch. END OF SECTION Cast-In-Place Concrete DFCM # Page 9 of

56 July 2106 SECTION GROUTING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: B. Portland cement grout. C. Rapid curing epoxy grout. D. Non-shrink cementitious grout. 1.2 RELATED SECTIONS: 1. Section Cast-In-Place Concrete. 1.3 REFERENCES A. American Concrete Institute: 1. ACI Specifications for Structural Concrete. 2. ACI Building Code Requirements for Structural Concrete. B. American Society of Testing and Materials: 1. ASTM C33 - Standard Specification for Concrete Aggregates. 2. ASTM C40 - Test Method for Organic Impurities in Fine Aggregates for Concrete. 3. ASTM C150 - Standard Specification for Portland Cement. 4. ASTM C191 - Test Method for Time of Setting of Hydraulic Cement by Vicat Needle. 5. ASTM C307 - Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings. 6. ASTM C531 - Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes. 7. ASTM C579 - Test Method for Compressive Strength of Chemical-Resistant Mortars, Grouts, monolithic Surfacings and Polymer Concretes. 8. ASTM C827 - Test Method for Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures. C. U. S. Army Corps of Engineers Concrete Research Division (CRD): 1. CRD C621 - Non-Shrink Grout. Grouting DFCM # Page 1 of

57 July SUBMITTALS A. Section Submittal Procedures: Requirements for submittals. B. Product Data: Submit product data on grout and. C. Manufacturer's Installation Instructions: Submit manufacturer s instructions for mixing, handling, surface preparation and placing epoxy type and non-shrink type grouts. D. Manufacturer's Certificate: Certify Products meet or exceed specified requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Section Product Requirements: Requirements for transporting, handling, storing, and protecting products. B. Deliver grout in manufacturer's unopened containers with proper labels intact. C. Store grout in a dry shelter, protect from moisture. 1.6 ENVIRONMENTAL REQUIREMENTS A. Section Product Requirements: Environmental conditions affecting products on site. B. Do not perform grouting if temperatures exceed manufacturers recommendations. C. Maintain minimum temperature per manufacturer s recommendations before, during, and after grouting, until grout has set. PART 2 PRODUCTS 2.1 PORTLAND CEMENT GROUT MATERIALS A. Portland Cement: ASTM C150, Type I and II. B. Water: 1. Potable; containing no impurities, suspended particles, algae or dissolved natural salts in quantities capable of causing: a. Corrosion of steel. b. Volume change increasing shrinkage cracking. c. Efflorescence. d. Excess air entraining. C. Fine Aggregate: 1. Washed natural sand. 2. Gradation in accordance with ASTM C33 and represented by smooth granulometric curve within required limits. Grouting DFCM # Page 2 of

58 July Free from injurious amounts of organic impurities as determined by ASTM C40. D. Mix: 1. Portland cement, sand and water. Do not use ferrous aggregate or staining ingredients in grout mixes. 2.2 NON-SHRINK CEMENTITIOUS GROUT A. Non-shrink Cementitious Grout: Pre-mixed ready for use formulation requiring only addition of water; non-shrink, non-corrosive, non-metallic, non-gas forming, no chlorides. B. Properties: Certified to maintain initial placement volume or expand after set and meet the following minimum properties when tested in accordance with CRD-C621, for Type D non-shrink grout: Property Test Time Result 2.3 FORMWORK Setting Time ASTM C191 Initial 2 hours (Approx) Expansion Final 3 hours (Approx) 0.10% - 0.4% Maximum Compressive Strength CRD-C621 1 day 4,000 psi (27.6 MPa) A. Refer to Section for formwork requirements. 2.4 CURING 7 days 7,000 psi (48.3 MPa) 28 days 10,000 psi to 10,800 psi (69.0 MPa to 74.5 MPa) A. Prevent rapid loss of water from grout during first 48 hours by use of approved membrane curing compound or with use of wet burlap method. PART 3 EXECUTION 3.1 EXAMINATION A. Section Administrative Requirements { Administrative Requirements}: Verification of existing conditions before starting work. B. Verify areas to receive grout. Grouting DFCM # Page 3 of

59 July PREPARATION A. Remove defective concrete, laitance, dirt, oil, grease and other foreign material from concrete surfaces by brushing, hammering, chipping or other similar means until sound, clean concrete surface is achieved. B. Rough concrete lightly, but not enough to interfere with placement of grout. C. Remove foreign materials from metal surfaces in contact with grout. D. Align, level and maintain final positioning of components to be grouted. E. Saturate concrete surfaces with clean water; remove excess water, leave none standing. 3.3 INSTALLATION - FORMWORK 3.4 MIXING A. Construct leakproof forms anchored and shored to withstand grout pressures. B. Install formwork with clearances to permit proper placement of grout. A. Portland Cement Grout: 1. Use proportions of 2 parts sand and 1 part cement, measured by volume. 2. Prepare grout with water to obtain consistency to permit placing and packing. 3. Mix water and grout in two steps; pre-mix using approximately 2/3 of water; after partial mixing, add remaining water to bring mix to desired placement consistency and continue mixing 2 to 3 minutes. 4. Mix only quantities of grout capable of being placed within 30 minutes after mixing. 5. Do not add additional water after grout has been mixed. 6. Capable of developing minimum compressive strength of 2400 psi in 48 hours and 7000 psi in 28 days. B. Mix and prepare non-shrink cementitious grout in accordance with manufacturer's instructions. C. Mix grout components in proximity to work area and transport mixture quickly and in manner not permitting segregation of materials. 3.5 PLACING GROUT A. Place grout material quickly and continuously. B. Do not use pneumatic-pressure or dry-packing methods. C. Apply grout from one side only to avoid entrapping air. Grouting DFCM # Page 4 of

60 July 2106 D. Do not vibrate placed grout mixture, or permit placement when area is being vibrated by nearby equipment. E. Thoroughly compact final installation and eliminate air pockets. F. Do not remove leveling shims for at least 48 hours after grout has been placed. 3.6 CURING A. Immediately after placement, protect grout from premature drying, excessively hot or cold temperatures, and mechanical injury. B. After grout has attained its initial set, keep damp for minimum of 3 days. 3.7 FIELD QUALITY CONTROL A. Section Quality Requirements and Execution and Closeout Requirements: Field inspecting, testing, adjusting, and balancing. B. Field testing will be performed in accordance with ACI 301 and under provisions of Section Quality Requirements. C. Submit proposed mix design of each class of grout to testing firm for review prior to commencement of Work. D. Tests of grout components may be performed to ensure conformance with specified requirements. END OF SECTION Grouting DFCM # Page 5 of

61 SECTION METAL FABRICATIONS PART 1 GENERAL 1.1 SUMMARY A. Section includes shop fabricated metal items. 1.2 REFERENCES A. Aluminum Association: 1. AA DAF-45 - Designation System for Aluminum Finishes. B. American Architectural Manufacturers Association: 1. AAMA Voluntary Specification for Anodized Architectural Aluminum. 2. AAMA Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels. 3. AAMA Voluntary specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels. 4. AAMA Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels. C. ASTM International: 1. ASTM A36/A36M - Standard Specification for Carbon Structural Steel. 2. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. 3. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 4. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 5. ASTM A240/A240M - Standard Specification for Chromium and Chromium- Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications. 6. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar. 7. ASTM A276 - Standard Specification for Stainless Steel Bars and Shapes. 8. ASTM A297/A297M - Standard Specification for Steel Castings, Iron-Chromium and Iron-Chromium-Nickel, Heat Resistant, for General Application. 9. ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, PSI Tensile Strength. 10. ASTM A312/A312M - Standard Specification for Seamless and Welded Austenitic Stainless Steel Pipes. Metal Fabrications DFCM # Page 1 of

62 11. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength. 12. ASTM A354 - Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners. 13. ASTM A479/A479M - Standard Specification for Stainless Steel Bars and Shapes for Use in Boilers and Other Pressure Vessels. 14. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 15. ASTM A501 - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. 16. ASTM A554 - Standard Specification for Welded Stainless Steel Mechanical Tubing. 17. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts. 18. ASTM A572/A572M - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel. 19. ASTM B26/B26M - Standard Specification for Aluminum-Alloy Sand Castings. 20. ASTM B85 - Standard Specification for Aluminum-Alloy Die Castings. 21. ASTM B177 - Standard Guide for Chromium Electroplating on Steel for Engineering Use. 22. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 23. ASTM B210 - Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes. 24. ASTM B211 - Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire. 25. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. 26. ASTM B695 - Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel. 27. ASTM F436 - Standard Specification for Hardened Steel Washers. 28. ASTM F Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength. D. American Welding Society: 1. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination. 2. AWS D1.1 - Structural Welding Code - Steel. 3. AWS D1.6 - Structural Welding Code - Stainless Steel. E. Green Seal: 1. GC-03 - Anti-Corrosive Paints. F. National Ornamental & Miscellaneous Metals Association: 1. NOMMA Guideline 1 - Joint Finishes. G. SSPC: The Society for Protective Coatings: Metal Fabrications DFCM # Page 2 of

63 1. SSPC - Steel Structures Painting Manual. 2. SSPC SP 1 - Solvent Cleaning. 3. SSPC SP 10 - Near-White Blast Cleaning. 4. SSPC Paint 15 - Steel Joist Shop Paint. 5. SSPC Paint 20 - Zinc-Rich Primers (Type I - Inorganic and Type II - Organic). 1.3 SUBMITTALS A. Section Submittal Procedures: Submittal requirements. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. 1.4 QUALITY ASSURANCE A. Finish joints in accordance with NOMMA Guideline DELIVERY, STORAGE, AND HANDLING A. Section Product Requirements: Product storage and handling requirements. B. Accept metal fabrications on site in labeled shipments. Inspect for damage. C. Protect metal fabrications from damage by exposure to weather. 1.6 FIELD MEASUREMENTS A. Verify field measurements are as indicated on shop drawings. PART 2 PRODUCTS 2.1 MATERIALS - STEEL A. Structural W-Shapes: ASTM A992/A992M. B. Structural Shapes: STM A36/A36M. C. Steel Plate: ASTM A36/A36M. D. Hollow Structural Sections: ASTM A500/A500M, Grade B. E. Steel Pipe: ASTM A53/A53M, Grade B. F. Welding Materials: AWS D1.1; type required for materials being welded. G. Shop Primer: SSPC Paint 15, Type 1, red oxide. Metal Fabrications DFCM # Page 3 of

64 H. Touch-Up Primer: Match shop primer. 2.2 MATERIALS - STAINLESS STEEL A. Bars and Shapes: ASTM A276 Type 316 B. Tubing: ASTM A C. Pipe: ASTM A312/A312M, seamless; Type 316. D. Plate, Sheet and Strip: ASTM ASTM A240/A240M OR ASTM 666; Type 316. E. Bolts, Nuts, and Washers: ASTM A354. F. Welding Materials: AWS D1.6; type required for materials being welded. 2.3 MATERIALS - ALUMINUM 2.4 LINTELS A. Extruded Aluminum: ASTM B221 Alloy 6063, B. Sheet Aluminum: ASTM B209, C. Aluminum-Alloy Drawn Seamless Tubes: ASTM B210 Alloy 6063, Temper T6. D. Aluminum-Alloy Bars: ASTM B211, Alloy 6063, Temper T6. E. Aluminum-Alloy Sand Castings: ASTM B26/B26M. F. Aluminum-Alloy Die Castings: ASTM B85, Alloy as required to suit application. G. Bolts, Nuts, and Washers: Stainless steel. H. Welding Materials: AWS D1.1; type required for materials being welded. A. Lintels: Steel sections, size and configuration as indicated on Drawings, length to allow 8 inches minimum bearing on both sides of opening. 1. Exterior Locations: Galvanized. Prime paint, one coat. 2. Interior Locations: Prime paint, one coat. 2.5 DOOR FRAMES A. Door Frames: Steel channel sections, size indicated on Drawings, with jamb anchors suitable for building into masonry attachment to concrete steel framing, minimum 4 anchors per jamb; galvanized. prime paint, one coat. Metal Fabrications DFCM # Page 4 of

65 2.6 BOLLARDS A. Bollards: Steel pipe, concrete filled, crowned cap, 6 inches diameter, length as indicated on Drawings; galvanized. prime paint, one coat. B. Concrete Fill: 3,000 psi as specified in Section C. Anchors: Concealed type as indicated on Drawings. 2.7 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Continuously seal joined members by continuous welds. D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. 2.8 FACTORY APPLIED FINISHES - ALUMINUM A. Finish coatings to conform to AAMA Comply with AA DAF FABRICATION TOLERANCES A. Squareness: 1/8 inch maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16inch. D. Maximum Bow: 1/8 inch in 48 inches. E. Maximum Deviation From Plane: 1/16 inch in 48 inches. PART 3 EXECUTION 3.1 EXAMINATION A. Section Administrative Requirements: Coordination and project conditions. B. Verify field conditions are acceptable and are ready to receive Work. 3.2 PREPARATION A. Clean and strip primed steel items to bare metal and aluminum where site welding is required. Metal Fabrications DFCM # Page 5 of

66 B. Supply steel items required to be cast into concrete or embedded in masonry with setting templates to appropriate sections. 3.3 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Make provisions for erection stresses. Install temporary bracing to maintain alignment, until permanent bracing and attachments are installed. C. Field weld components indicated on shop drawings. D. Perform field welding in accordance with AWS D1.1. E. Obtain approval of Architect/Engineer prior to site cutting or making adjustments not scheduled. F. After erection, touch up welds, abrasions, and damaged finishes with prime paint or galvanizing repair paint to match shop finishes. 3.4 ERECTION TOLERANCES A. Section Quality Requirements: Tolerances. 3.5 FIELD QUALITY CONTROL A. Welding: Inspect welds in accordance with AWS D1.1. END OF SECTION Metal Fabrications DFCM # Page 6 of

67 SECTION DOOR HARDWARE PART 1 GENERAL 1.1 SUMMARY A. Section includes hardware for wood, steel, aluminum doors. 1. Provide door gaskets, including weather stripping and seals, and thresholds. 1.2 REFERENCES A. American National Standards Institute: 1. ANSI A Butts and Hinges. 2. ANSI A Bored and Preassembled Locks and Latches. 3. ANSI A Exit Devices. 4. ANSI A Door Controls - Closures. 5. ANSI A Auxiliary Locks and Associated Products. 6. ANSI A Architectural Door Trim. 7. ANSI A Template Hinge Dimensions. 8. ANSI A Door Controls - Overhead Holders. 9. ANSI A Interconnected Locks and Latches. 10. ANSI A Mortise Locks and Latches. 11. ANSI A Sliding and Folding Door Hardware. 12. ANSI A Closer Holder Release Devices. 13. ANSI A Auxiliary Hardware. 14. ANSI A Materials and Finishes 15. ANSI A Power Assist and Low Energy Power Operated Doors. 16. ANSI A Electromagnetic Locks. 17. ANSI A Delayed Egress Locks. 18. ANSI A156 - Complete Set of 24 BHMA Standards (A156 Series) with Binder. B. Builders Hardware Manufacturers Association: 1. BHMA Directory of Certified Products. C. National Fire Protection Association: 1. NFPA 80 - Standard for Fire Doors, Fire Windows. 2. NFPA Standard Methods of Fire Tests of Door Assemblies. D. Underwriters Laboratories Inc.: 1. UL 10B - Fire Tests of Door Assemblies. 2. UL Panic Hardware. 3. UL - Building Materials Directory. E. Intertek Testing Services (Warnock Hersey Listed): Door Hardware DFCM # Page 1 of

68 1. WH - Certification Listings. 1.3 PERFORMANCE REQUIREMENTS A. Fire Rated Openings: Provide door hardware listed by UL or Intertek Testing Services (Warnock Hersey Listed), or other testing laboratory approved by applicable authorities. 1. Hardware: Tested in accordance with NFPA SUBMITTALS A. Section Submittal Procedures: Submittal procedures. B. Shop Drawings: 1. Indicate locations and mounting heights of each type of hardware, schedules, catalog cuts, electrical characteristics and connection requirements. 2. Submit manufacturer's parts lists, and templates. Coordinate with security gate manufacturer for installation and proper fit. C. Manufacturer's Installation Instructions: Submit special procedures, and perimeter conditions requiring special attention. 1.5 CLOSEOUT SUBMITTALS A. Section Execution and Closeout Requirements: Closeout procedures. B. Project Record Documents: Record actual locations of installed cylinders and their master key code. C. Operation and Maintenance Data: Submit data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. D. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier. 1.6 QUALITY ASSURANCE A. Perform Work in accordance with the following requirements: 1. ANSI A156 series. 2. NFPA UL QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Hardware Supplier: Company specializing in supplying commercial door hardware with minimum three years documented experience. Door Hardware DFCM # Page 2 of

69 C. Products Requiring Electrical Connection: Listed and classified by [Underwriters' Laboratories, Inc., as suitable for purpose specified and indicated. 1.8 PRE-INSTALLATION MEETINGS A. Section Administrative Requirements: Pre-installation meeting. B. Convene minimum one week prior to commencing work of this section. C. Include persons involved with installation of doors, frames, and hardware. 1.9 DELIVERY, STORAGE, AND HANDLING A. Section Product Requirements: Product storage and handling requirements. B. Package hardware items individually with necessary fasteners, instructions, and installation templates, when necessary; label and identify each package with door opening code to match hardware schedule COORDINATION A. Section Administrative Requirements: Coordination and project conditions. B. Coordinate Work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door hardware and recessed items. 1. Provide templates or actual hardware as required to ensure proper preparation of doors and frames. C. Sequence installation to accommodate required utility connections. D. Coordinate Owner's keying requirements during course of Work WARRANTY A. Section Execution and Closeout Requirements: Product warranties and product bonds. B. Furnish two year manufacturer warranty for locksets and door closers MAINTENANCE MATERIALS A. Section Execution and Closeout Requirements: Maintenance materials. B. Furnish maintenance tools and accessories supplied by hardware component manufacturer. Door Hardware DFCM # Page 3 of

70 1.13 EXTRA MATERIALS A. Section Execution and Closeout Requirements: Spare parts and maintenance products. B. Furnish ten extra keys for each master keyed group. PART 2 PRODUCTS 2.1 DOOR HARDWARE A. Manufacturers: 1. AlarmLock or approved equal 2. Substitutions: Section Product Requirements. 2.2 COMPONENTS A. General Hardware Requirements: Where not specifically indicated, comply with applicable ANSI A156 standard for type of hardware required. Furnish each type of hardware with accessories as required for applications indicated and for complete, finished, operational doors. 1. Templates: Furnish templates or physical hardware items to door and frame manufacturers sufficiently in advance to avoid delay in Work. 2. Reinforcing Units: Furnished by door and frame manufacturers; coordinated by hardware supplier or hardware manufacturer. 3. Fasteners: Furnish as recommended by hardware manufacturer and as required to secure hardware. a. Finish: Match hardware item being fastened. 4. Fire Ratings: Provide hardware with UL or Intertek Testing Services (Warnock Hersey Listed) listings for type of application involved. 5. Electrical Devices: Make provisions and coordinate requirements for electrical devices and connections for hardware. B. Hinges: ANSI A156.1, full mortise type complying with following general requirements unless otherwise noted on drawings. 1. Widths: Sufficient to clear trim projection when door swings 180 degrees. 2. Number: Furnish minimum three hinges to 90 inches high, four hinges to 120 inches high for each door leaf. a. Fire Rated Doors To 86 inches High: Minimum three hinges. b. Residential Wood Doors: Furnish minimum three hinges. 3. Size and Weight: 4-1/2 inch heavy weight typical for 1-3/4 inch doors. a. Doors Over 40 inches Wide: Extra heavy weight ball or oilite bearing hinges. b. Doors 1-3/8 inch Thick: 3-1/2 inch size. Door Hardware DFCM # Page 4 of

71 c. Doors 2 inch Thick: 5 inch extra heavy weight ball or oilite bearing. d. Doors Over 48 inches Wide: 5 inch extra heavy weight ball or oilite bearing. 4. Pins: Furnish nonferrous hinges with non-removable pins (NRP) at exterior and locked outswinging doors, non-rising pins at interior doors. 5. Tips: Flush tips C. Pivots: ANSI A156.1 [and A156.4], [center] [offset full mortise] pivots. 1. Size: As recommended by pivot manufacturer for size and weight of door. D. Locksets: Furnish locksets compatible with specified cylinders. Typical 2-3/4 inch (70 mm) backset. Furnish standard strikes with extended lips to protect trim from being marred by latch bolt [verify type of cutouts provided in metal frames]. 1. Mortise Locksets: ANSI A156.13, Series 1000, Grade 1 unless otherwise indicated. 2. Bored (Cylindrical) Locksets: ANSI A156.2, Series 4000, Grade 1 unless otherwise indicated. 3. Preassembled (Unit) Locksets: ANSI A156.12, Series 2000, Grade 1 unless otherwise indicated. 4. Interconnected Locksets: ANSI A156.12, Series 5000, Grade 1 unless otherwise indicated. 5. Auxiliary Locksets: ANSI A156.5, Grade 1, [mortise dead locks] [bored dead locks] [rim locks] [narrow stile locks] unless otherwise indicated. E. Latch Sets: Match locksets. Typical 2-3/4 inch backset. Furnish standard strikes with extended lips to protect trim from being marred by latch bolt verify type of cutouts provided in metal frames. 1. Mortise Latch Sets: ANSI A156.13, Series 1000, Grade 3 unless otherwise indicated. 2. Bored (Cylindrical) Latch Sets: ANSI A156.2, Series 4000, Grade 3 unless otherwise indicated. F. Cylinders: [ANSI A156.5, Grade 1, pin type. 1. Keying: Keyed as directed by Owner. Keyed in like-groups. Master keyed. 2. Include construction keying. 3. Keys: Nickel silver. Stamp keys with DO NOT DUPLICATE. 4. Supply keys in the following minimum quantities: a. 10 master keys. G. Closers: ANSI A156.4 closers; full rack and pinion type with steel spring and non-freezing hydraulic fluid; closers required for fire rated doors unless otherwise indicated. 1. Adjustability: Furnish controls for regulating closing, latching, speeds, and back checking. 2. Arms: Type to suit individual condition; parallel-arm closers at reverse bevel doors and where doors swing full 180 degrees. Door Hardware DFCM # Page 5 of

72 3. Location: Mount closers on inside of exterior doors, room side of interior doors typical; mount on pull side of other doors. 4. Operating Pressure: Maximum operating pressure as follows. a. Interior Doors: Maximum 5 pounds. b. Exterior Doors: Maximum 8.5 pound. c. Fire Rated Doors: As required for fire rating, maximum 15 pounds. H. Door Controls and Overhead Holders: Furnish with accessories as required for complete operational installation. 1. Manual Door Holders and Overhead Stops: ANSI A156.8, Grade 1 types as specified 2. Closer Holder Release Devices: ANSI A closers. 3. Electro-Magnetic Door Holder: ANSI A Power Assist Door Operators: ANSI A power mechanism which reduces opening resistance of self-closing door. 5. Low Energy Power Door Operators: ANSI A power mechanism which opens and closes door upon receipt of signal. 6. Low Energy Power Open Door Operators: ANSI A power mechanism which opens self-closing door; closing of door independent of power operator. 7. Key pad entry system: AlarmLock DL2800 or approved equal. 2.3 ACCESSORIES A. Lock Trim: Furnish levers with escutcheon plate as selected from manufacturer s full range of levers. 1. Do not permit through bolts on solid wood core doors. B. Through Bolts: Do not permit through bolts and grommet nuts on door faces in occupied areas unless no alternative is possible. 1. Do not use through bolts on solid wood core doors. 2.4 FINISHING A. Finishes: ANSI A156.18; furnish following finishes except where otherwise indicated in Schedule at end of section. 1. Hinges: a. BHMA 630 and 626, satin finish. 2. Typical Exterior Exposed and High Use Interior Door Hardware: a. BHMA 630, satin finished stainless steel. 3. Typical Interior Door Hardware: a. BHMA 630, satin finished stainless steel. 4. Closers: Finish appearance to match door hardware on same face of door. a. BHMA 628, satin aluminum, clear anodized. Door Hardware DFCM # Page 6 of

73 5. Thresholds: Finish appearance to match door hardware on exterior face of door. a. BHMA 628, satin aluminum, clear anodized. 6. Other Items: Furnish manufacturer s standard finishes to match similar hardware types on same door, and maintain acceptable finish considering anticipated use and BHMA category of finish. PART 3 EXECUTION 3.1 EXAMINATION A. Section Administrative Requirements: Coordination and project conditions. B. Verify doors and frames are ready to receive door hardware and dimensions are as indicated on shop drawings and/or as instructed by manufacturer. C. Verify electric power is available to power operated devices and is of correct characteristics. 3.2 INSTALLATION A. Coordinate mounting heights with door and frame manufacturers. Use templates provided by hardware item manufacturer. B. Mounting Heights From Finished Floor to Center Line of Hardware Item: Comply with manufacturer recommendations and applicable codes where not otherwise indicated. 1. Locksets: 38 inch 2. Push/Pulls: 42 inch 3. Dead Locks: 48 inch 4. Push Pad Type Exit Devices: 42 inch 5. Cross Bar Type Exit Devices: 38 inch 6. Top Hinge: Jamb manufacturer s standard, but not greater than 10 inches from head of frame to center line of hinge. 7. Bottom Hinge: Jamb manufacturer s standard, but not greater than 12-1/2 inches from floor to center line of hinge. 8. Intermediate Hinges: Equally spaced between top and bottom hinges and from each other. 9. Hinge Mortise on Door Leaf: 1/4 inch. to 5/16 inch from stop side of door. 3.3 FIELD QUALITY CONTROL A. Section Quality Requirements Execution and Closeout Requirements: Field inspecting, testing, adjusting, and balancing. Door Hardware DFCM # Page 7 of

74 3.4 ADJUSTING A. Section Execution and Closeout Requirements: Testing, adjusting, and balancing. B. Adjust hardware for smooth operation. 3.5 PROTECTION OF INSTALLED CONSTRUCTION A. Section Execution and Closeout Requirements: Protecting installed construction. B. Do not permit adjacent work to damage hardware or hardware finish. END OF SECTION Door Hardware DFCM # Page 8 of

75 SECTION BICYCLE RACKS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Bicycle racks. B. Related Requirements: 1.2 REFERENCES A. AAMA Pigmented Organic Coatings on Aluminum Extrusions and Panels. B. ASTM A36 Carbon Structural Steel. C. ASTM A53 - Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. D. ASTM A312 - Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes. E. ASTM A959 - Harmonized Standard Grade Compositions for Wrought Stainless Steels. 1.3 ACTION SUBMITTALS A. Manufacturer's Product Data. B. Delete paragraph below if specifying colors in this section or in Drawings. C. Samples for Initial Selection: Color card of manufacturer's standard colors. D. Samples for Verification: Specified finish. 1.4 CLOSEOUT SUBMITTALS A. Manufacturer's Maintenance Instructions for field touch-up of finishes, cleaning, and maintenance. B. Warranty Documentation: Submit sample of manufacturer s warranty. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect racks and accessories during delivery, storage, and handling to comply with manufacturer s instructions and prevent damage. Bike Racks DFCM # Page 1 of

76 1.6 WARRANTY A. Manufacturer's Warranty: agreeing to repair, replace, or refund the purchase price of bike parking products found defective, within the following time periods. 1. Material and workmanship: Five-year metal components warranty. 2. Coatings: Two-year warranty against peeling, cracking, and significant color change. PART 2 PRODUCTS 2.1 BICYCLE RACKS A. Manufacturer: Reliance Foundry Co. Ltd. Phone: or Fax: Website: info@reliance-foundry.com. B. Substitutions: "Substitution Procedures". C. Reliance Foundry Model R Height: 36 inches 2. Width: 39 inches 3. Weight: 49 lbs. 4. Design: Multi-Curve wave racks (3 curve). 5. Metal: Steel 6. Installation: [Concrete Insert, Surface/Flange Mount 7. Color: Blue D. Reliance Foundry Model R Height: 36 inches 2. Width: 63.5 inches 3. Weight: 54 lbs. 4. Design: Multi-Curve wave racks (5 curve). 5. Metal: Steel. 6. Installation: Surface/Flange Mount 7. Color: Blue 2.2 METALS A. Steel: 1. Pipe: ASTM A53, Type F or Type S, Grade A. 2. Plate, Shapes and Bars: ASTM A36. Bike Racks DFCM # Page 2 of