ࡱ> 3 uMbjbj&& >DhDhDFF8$ tWev ( !!!ddddddd$gjd!!!!!d 4e&&&!  d&!d&&jR_b ?"jaFd'e0Wea.)k#f)kdb)kb!!&!!!!!dd:%f!!!We!!!!)k!!!!!!!!!FX : GENERAL SECTION INCLUDES Selection and payment. Laboratory responsibilities. Laboratory reports. Limits on testing laboratory authority. Contractor responsibilities. Schedule of inspections and tests. Expansion anchors and powder actuated fasteners. REGULATORY REQUIREMENTS Part 1, Title 24, Section 4-335, California Code of Regulations: Testing required by the Office of Regulation Services, Division of the State Architect (ORS/DSA). Part 2, Title 24, California Code of Regulations (2019 CBC) Inspections, testing and approvals required by individual sections therein. PART 2-PRODUCTS Not Used PART 3-EXECUTION SELECTION AND PAYMENT Owner will employ and pay for services of an independent Testing Laboratory approved by the Architect and DSA to perform inspection and testing in accordance with Part 1, Title 24, Section 4-335, California Code of Regulations. A. In accordance with SB732 dated July 1, 1992, when hazardous materials abatement measures are included in the work, owner will employ and pay for the services of an independent testing laboratory, licensed and certified by the State, to conduct clearance and air sampling tests. B. Contractor shall pay for mileage and trail time for inspection services, required travel more than 100 miles from this project to test products purchased by the Contractor. Testing Laboratory shall forward all billings and records of such costs to the Owner for approval. Such costs, if determined by the Owner to be attributable to the Contractor under this provision, will be deducted from Contractors final payment (or any funds due and payable) by change order. C. When tests and inspections are required on an overtime basis; initial payment will be made by Owner. At termination of work or completion of project, all costs for overtime testing and inspections will be deducted from Contractors final payment (or any funds due and payable) by change order. D. Before Testing Laboratory file testing and inspection billings with Owner, they shall be so billed to segregate straight time from overtime costs and all overtime costs are to be substantiated with a detailed explanation for necessity of such work costs. E. When materials tested fail to meet requirements herein specified, they shall be promptly corrected or removed and replaced and retested in a manner required by the Architect. Costs involved in retesting will be paid by the Owner and deducted from Contractors final payment (or any funds due and payable) by change order F. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents 3.02 LABORATORY RESPONSIBILITIES A. Laboratory shall be licensed to conduct testing and inspection operations in California. It shall be supervised by a State Licensed Civil Engineer who shall certify and sign all reports. B. Provide qualified personnel at site. Cooperate with Architect, Project Inspector and Contractor in performance of services. C. Perform specified inspection, sampling and testing of Products in accordance with standards specified herein. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Architect, Project Inspector and Contractor by letter of observed irregularities or non-conformance of Work or Products. F. Perform additional inspections and tests required by Architect or Governing Agencies. G. Immediately upon Testing Laboratory determination of a test failure, the laboratory shall telephone the results of test to Architect. On the same day, laboratory shall send written test results to those named on the distribution list below. 3.03 LABORATORY REPORTS A. After each inspection and test, promptly submit one copy of laboratory report to the following: 1. Owner 2. Construction Manager 3. Project Inspector 4. Architect 5. Structural Engineer 6. Mechanical and Electrical Engineers (Related Tests and Inspections). 7. ORS/DSA B. Test is to include the following information 1. Date issued. 2. Project title, Architects number, DSA application and file number. 3. Name of inspector. 4. Date and time of sampling or inspection. 5. Identification of product and Specifications Section. 6. Location in the Project. 7. Type of inspection or test. 8. Date of test and ambient conditions at time of test. 9. Results of tests. 10. Conformance with Contract Documents. 11. Signature of Registered Professional Engineer licensed in California. 12. Statement that tests were conducted in accordance with Parts 1 and 2, Title 24, California Code of Regulations. 3.04 Test Reports A. Test reports shall include tests made, whether such tests indicate that the material performed satisfactorily or not. Samples taken but not tested shall be reported. Reports shall show that the materials were sampled and tested in accordance with the requirements of the approved specifications. Reports shall show the specified design strength and shall state whether or not the materials tested comply with requirements. Report special sampling operations where required. 3.05 Verification of Test Reports A. Submit a report verifying that tests and inspections herein specified and otherwise required have been completed and material and workmanship complies with the contract documents. Such verification reports shall be submitted at the completion of the project and at any time the project is suspended. Parties to receive such reports are the same as listed above. When requested by Architect, provide interpretation of test results. 3.06 LIMITS ON TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop the Work. 3.07 CONTRACTOR RESPONSIBILITIES A. Contractor shall provide an insulated curing box with the capacity for twenty (20) concrete cylinders and will relocate said box and cylinders as rapidly as required in order to provide for progress of the work. B. Cooperate with laboratory personnel, Owners Representative, Project Inspector, Construction Manager, and the Architect, and provide access to the Work including weekends and after work hours and to manufacturers facilities. C. Provide incidental labor materials and facilities to provide at all times, safe access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. D. Notify Construction Manager, Project Inspector and laboratory 48 hours prior to expected time for operations, requiring inspection and testing services. Also, notify Owner in advance of manufacturer of materials to allow testing at source of supply. E. When changes of construction schedule are necessary during construction, coordinate such changes with the Testing Laboratory as required. F. When the testing laboratory is ready to test according to the established schedule but is prevented from testing or taking specimens due to incompleteness of the Work, extra charges for testing attributable to the delay shall be charged to the Contractor by change order. G. Inspecting and testing performed exclusively for the Contractors convenience shall be the sole responsibility of the Contractor. H. Selection of materials to be tested shall be made by the testing laboratory or the Project Inspector and not by the Contractor. 3.08 Inspection by Owner A. The Owner, Project Inspector, Construction Manager, or the Architect shall have the right to reject materials and workmanship which are defective or to require their correction. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without cost to the Owner. If the Contractor fails to correct such rejected work within a reasonable time, fixed by written notice, the Owner will correct same and charge the expense to the Contractor by change order. B. Should it be considered necessary or advisable by the Owner at any time before date of substantial completion of the entire work to make an examination of work already completed by removing or tearing out the same, the Contractor shall on request promptly furnish all necessary facilities, labor, and materials. If such work is found to be defective in any respect due to fault of the Contractor or his subcontractor, all extra expenses shall be charged to the Contractor by change order. If, however, such work is found to meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement costs shall be allowed the Contractor by change order. 3.09 SCHEDULE OF INSPECTIONS AND TESTS A. Test and inspections shall be per DSA Form 103 as DSA Approved with Drawings and Specifications. 3.10 APPROVED ANCHOR EXPANSIONS A. Wedge Type KWIK BOLT-II, to 1 inch diameter, ESR 4266 by Hilti Corp., Tulsa, OK. B. Epoxy Type: HIT HY150 Adhesive Anchor System, 3/8 to 1-1/4 diameter, ESR 3963 by Hilti Corp, Tulsa, OK. C. Approval of Expansion Bolt or Epoxy-type anchors in concrete is based on 2019 California Building Code, Title 24, Part 2, Section 1910A.5. Maximum Values: The maximum allowable shear and tension values shall be determined in one of the following ways: D. The allowable load values shall be based on the ultimate shear and tension load data from qualification tests, in accordance with ASTM-E-488, of at least five test specimens, using a factor of safety of five on the average of the test values, or a factor of safety of four on the lowest test value, whichever is lower, or; 1. An allowable load equal to but not more than eighty percent of the allowable load listed in the ESR Evaluation Report recommendation for a specific anchor in the same configuration as tested. 2. Expansion anchors installed in the tension zone (underside) of structural members (beams and Slabs) shall have allowable load values modified be yond that defined in D.1 and D.2, unless data is submitted indicating that the specific anchor is not adversely affected by the cracking of concrete in the tension zone. From qualification test per D.1, a factor of safety equal to eight shall be used on those anchors. If loads are determined from an ICBO Evaluation Report, the allowable loads shall be based on bolts installed without special inspection. 3. Embedment, Spacing and Edge Distance: The minimum spacing between anchors shall be defined in the ESR Report. The minimum edge distance for drilled-in anchors shall be ten bolt diameters per Section 1910A.5, California Building Code unless test data is submitted indicating full anchor strength at a closer edge distance. For edge distances closer than ten bolt diameters, with the load directed toward the free edge, the allowable shear load shall be reduced per Section 1910A.5, California Building Code, unless qualification tests per D.1 above are submitted to substantiate a higher value. 4. All expansion anchors shall meet the minimum depth of embedment criteria established by the ESR Report and/or manufacturer. The minimum slab thickness established in the manufacturers technical guide for the specified anchor shall also be adhered to. 3.11 REQUIRED TESTING FOR EXPANSION ANCHORS A. When the design tension for expansion anchors is less than seventy-five pounds, ten Percent of the total number shall be proof tested. 1. When the design tension is more than seventy-five pounds, fifty percent of the anchors (alternate anchors in any group arrangement) shall be proof tested in tension to twice the allowable tension load. Expansion anchor bolts supporting diagonal bracing wires shall be proof tested to 440 lbs. tension in the direction of pull. If any anchor fails testing, test all anchors of the same category not previously tested until twenty consecutive pass, then resume the initial testing frequency. B. Testing: 1. In the absence of ICBO allowable values for a particular anchor and when allowable loads are established per item 1.09D.1 above, the test loads are to be twice the established allowable tension value. 2. The test load may be applied by any method that will effectively measure the tension in the anchor such as direct pull with a hydraulic jack, calibrated spring loading devices, or a calibrated torque wrench. 3. Anchors in which torque is used to expand without applying tension to the bolt (torque controlled anchor) requires sufficient data from either the manufacturer or from independent testing to establish appropriate torque test values. a. Refer to structural drawings for the test values. b. When expansion-type anchors are listed for sill bolting applications, 10 percent of the anchors shall be tension tested. c. When expansion-type anchors are used for non-structural applications such as equipment anchorage, 50 percent or alternate bolts in a group, including at least one-half the anchors in each group, shall be tension tested. d. Test equipment shall be calibrated by an approved testing laboratory in accordance with standard recognized procedures. e. Torque testing may occur on an individual basis when test procedures are submitted and approved by the enforcement agency. f. The following criteria apply for the acceptance of installed anchors: (1) Hydraulic Ram Method: The anchor shall have no observable movement at the applicable test load. (2) Torque Wrench Method: The applicable test torque must be reached within the following limit for wedge type: a. One-half (1/2) turn of the nut. 4. If any anchor fails testing, all anchors of the same category not previously tested, shall be tested until 20 consecutive anchors pass the test requirements. The initial testing frequency shall then be resumed. 5. Testing shall occur within 24 hours after installation. 6. The tension testing of the expansion anchors shall be done in the presence of the project inspector and a report of the test results shall be submitted to the enforcement agency. If any anchor fail the tension testing requirements, the additional testing requirements shall be acceptable to the enforcement agency. The above requirements shall also apply to bolts or anchors set in concrete with chemical if the long-term durability and stability of the chemical material and its resistance to loss of strength and chemical change at elevated temperatures are established to the satisfaction of the enforcement agency. 3.12 POWDER ACTUATED FASTENERS A. Use of powder actuated fasteners for tension loads is limited to support of minor loads such as suspended acoustical ceilings, ductwork and conduit. 1. Allowable Loads: limited to less than 100 lbs. 2. Permissible Loads: a. Stone Aggregate Concrete: minimum 0.177 inch diameter, minimum penetration 1-7/16 inch. Required Allowable Loads: 100 lbs. or 80 percent of values listed in ESR No. 2388. b. 3300 SERIES, by ITW Ramset, City of Commerce, ESR No. 1799. c. Type DS, by Hilti Fastening Systems, Inc., Tulsa, OK. B. Lightweight Aggregate Concrete: Minimum 0.145 inch diameter, minimum penetration 1-1/8 inch. Required Allowable Loads: 100 lbs. or 80 percent of values listed in ICBO Report whichever is less: C. 1500 SERIES, by ITW Ramset, City of Commerce, CA, ESR No. 1799. D. Type DN, by Hilti Fastening System, Inc., Tulsa, OK, ESR-1663. 3.13 REQUIRED TESTING FOR POWDER ACTUATED FASTENERS A. Testing: Operator, tool and fastener shall be pre-qualified by the Project Inspector. 1. Tools shall conform to ANSI A10.3 safety requirements for Powder Actuated Fastening Systems and to all OSHA requirements. B. The Project Inspector shall observe the testing of the first 10 fastener installations loaded in tension. C. A test pullout load of not less than twice the design load or 200 lbs., whichever is greater, shall be applied to the fastener in such a manner as not to resist the spalling tendency of concrete in which the fastener is imbedded. Thereafter, random tests under the Project Inspectors supervision shall be made of approximately 1 in 10 fasteners. The design load shall not exceed 100 lbs. D. Should failure occur on any fastener tested, all installations shall be tested until twenty consecutive fasteners pass, then resume the initial testing frequency. 3.14 INSTALLATION A. When installing drilled-in anchors and/or powder driven pins in reinforced concrete, use care and caution to avoid cutting or damaging reinforcing bars. When required by the architect, locate the reinforcing by using a non-destructive method prior to installation. Exercise extreme care and caution to avoid cutting or damaging reinforcing during installation. Maintain a minimum clearance of one inch between the reinforcing and the anchor and/or pin. END OF SECTION TEST & INSPECTION Request Form ____________________________ Name of School Date Required: _______________________ Specification: Testing or Special Inspection Requested: Specific location: (offsite, site, building name, etc.) NOTE: According to Specifications, Contractor is to notify the Construction Manager and/or PI a minimum of 48 hours prior to inspections or testing being required. 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