Hangar Testing Summary_attachment section 014500.pdf

TFI-F22 HANGAR SQUADRON OPERATIONS/AMU

TEST / REQUIREMENTS LIST

SECTION: 02 12 00 SUBPART: 1.03.B

The Contractor’s hazardous materials employees shall be trained tested and certified to safely and effectively carry out their assigned duties in accordance with 49 CFR 172 or applicable state rules

SECTION: 03 10 00 SUBPART: 3.02.D

Evidence that concrete has gained sufficient strength to permit removal of forms shall be determined by tests on control cylinders. All control cylinders shall be stored in the structure or as near the structure as possible so they receive the same curing conditions and protection methods as given those portions of the structure they represent. Control cylinders shall be removed from the molds at an age of no more than 24 hours. All control cylinders shall be prepared and tested in accordance with ASTM C31 and ASTM C39 at the expense of Contractor by an independent laboratory that complies with ASTM C1077. Control cylinders shall be tested within 4 hours after removal from the Site.

SECTION: 03 31 00 SUBPART: 3.02.E

Forms shall not be removed unless the minimum time or minimum compressive strength requirements below are met:

1. Formwork Not Supporting Weight of Concrete:

a. Formwork for walls, columns, sides of beams, gravity structures, slabs-on-ground and other vertical type formwork not supporting the weight of concrete shall remain in place 24-hous minimum after concrete placement is completed.

2. Formwork Supporting Weight of Concrete

a. Formwork supporting weight of concrete and shoring shall not be removed until structural members have acquired sufficient strength to safely support their own weight and any construction or other superimposed loads to which the supported concrete may be subjected.

As a minimum, no forms or shoring shall be loosened or removed until control concrete test cylinders indicate the concrete has attained the following compressive strengths for the respective structural members:

Structural Member Percent of Design Compressive Strength Unshored slab and beam forms or forms which can be removed without disturbing shores 70 Slab or beam shoring 85

SECTION: 03 15 50 SUBPART: 2.01.B

Vapor retarder shall have a maximum permeance of 0.5 perms when tested in accordance to ASTM E96.

SECTION: 03 20 00 SUBPART: 1.05 TESTING

A. Perform at the mill for each heat.

B. Submit certified test results upon request.

SECTION: 03 30 00 SUBPART: 1.04.

A. Field Testing: Shall be performed by an ACI Concrete Field Testing Technician Grade 1.

SECTION: 03 30 00 SUBPART: 1.04.

C. Submit qualification records of field testing and finishing technicians prior to placing concrete.

SECTION: 03 30 00 SUBPART: 2.02.

B. Laboratory Testing of Materials for Use in Concrete:

1. An approved independent testing laboratory shall be selected and paid by Contractor to perform all required laboratory test of materials proposed for use in the production of concrete and to determine mix proportions when laboratory trail batches are required.

2. Contractor shall deliver representative Samples of all proposed concrete materials to the laboratory for the following testing:

a. Fine Aggregate:

(1) ASTM C33

(2) ASTM C40

(3) ASTM C88

(4) ASTM C117

(5) ASTM C136

(6) ASTM C142

(7) Fineness modulus

(8) ASTM C295 and ASTM C289 or approved service records.

b. Coarse Aggregate:

(1) ASTM C33 ( as amended by PART 2, paragraph 2.02 A –

Materials, this Section).

(2) ASTM C88

(3) ASTM C136

(4) ASTM C142

(5) ASTM C295 and ASTM C289 or approved service records.

c. Air-entraining admixture shall be tested conforming to ASTM C233.

3. The laboratory test results shall be part of the design mix submittal specified in this PART 2 paragraph 2.02 D – Mix Proportions

SECTION: 03 30 00 SUBPART: 2.02.C.1.c

Compressive-strength determinations shall be made from 6-inch (150mm) diameter by 12-inch (300 mm) long concrete cylinders tested in accordance with ASTM C39.

SECTION: 03 30 00 SUBPART: 2.02.C.3

Slump of concrete shall be between 2 inches (50 mm) and 4 inches (100 mm) as tested in accordance with

ASTM C 143.

SECTION: 03 30 00 SUBPART: 2.02.D.2

Mix proportions for all concrete, unless otherwise specified, shall be selected preferably on the basis of field experience; but in the case where sufficient or suitable strength test data is not available, concrete shall be proportioned on the basis of laboratory trial mix design.

a. Field experience using test results within the preceding year, with the materials and plant to be employed may be the basis of mix proportioning, provided that not less than 30 consecutive satisfactory compressive-strength (or flexural-strength) test on concrete using the proposed materials with a similar mix are available. A compressive-strength test is defined as the average 28-day compressive strength of two companion cylinders made conforming to ASTM C172 and ASTM C31 and tested conforming to ASTM C39. (A flexural-strength test is defined as the average 28-day flexural strength of two companion cross section beams conforming to and tested in accordance with ASTM C78).

SECTION: 03 30 00 SUBPART: 2.02.D.2. (3)

Submit the following test data to Engineer for approval prior to placing concrete:

a. Fine Aggregate:

1) ASTM C33

2) ASTM C40

3) ASTM C88

4) ASTM C117

5) ASTM C136

6) ASTM C142

7) Fineness modulus.

8) ASTM C295 and ASTM C289 or approved service records.

b. Coarse Aggregate:

1) ASTM C33

2) ASTM C88

3) ASTM C136

4) ASTM C142

5) ASTM C295 and ASTM C289 or approved service records.

c. Cement:

1) Mill certificate.

2) ASTM C430

d. Concrete:

1) Fine and coarse aggregate, water and cement sources

2) Mix proportions, slump and air content.

3) Data on 30 consecutive satisfactory compressive strength tests and standard deviation calculations.

SECTION: 03 30 00 SUBPART: 2.02.D.2 (4)

Submit the following test data to Contracting Officer for approval prior to placing concrete:

a. Fine Aggregate:

1) ASTM C33

2) ASTM C40

3) ASTM C88

4) ASTM C117

5) ASTM C136

6) ASTM C142

7) Fineness modulus.

8) ASTM C295 and ASTM C289 or approved service records.

b. Coarse Aggregate:

1) ASTM C33

2) ASTM C88

3) ASTM C136

4) ASTM C142

5) ASTM C295 and ASTM C289 or approved service records.

c. Cement:

1) Mill certificate.

2) ASTM C430

d. Concrete:

1) Fine and coarse aggregate, water and cement sources

2) Laboratory mix proportions, slump and air content.

3) Water-cement ratio, compressive-strength curve.

4) Water-cement ratio, flexural-strength curve.

SECTION: 03 30 00 SUBPART: 2.02.D.4

Prior to placing any concrete, the laboratory selected by Contractor shall report the results of the testing and mix designs to the following:

a. Engineer, Kansas City Office (one copy)

b. Resident Project Representative, Field Office (one copy)

c. Contractor (copies as required)

d. Concrete Supplier (copies as required)

SECTION: 03 30 00 SUBPART: 3.09

A. Field Test of Concrete Plant and Mixing Trucks:

1. The concrete plant shall be inspected and tested to ensure conformance with ACI 304R and the “Concrete Plant Standards of the Concrete Plant Manufacturers Bureau.” The scales shall be calibrated at the initial setup and at 3-month intervals thereafter.

2. Mixing trucks shall be inspected and tested to ensure conformance with ACI 304R and “Truck Mixer and Agitator Standards of the Truck Mixer Manufacturers Bureau” of the National Ready-Mix Concrete Association. Tests shall be done at initial setup and every 3 months thereafter.

3. Submit test reports when requested.

B. Field Testing of Concrete and Making of Concrete Test Cylinders (and Cross-Section

Test Beam Molds):

1. Contractor shall furnish test equipment, test cylinder molds, and certified personnel to perform all required field tests, make the required concrete test cylinders (and beams), and deliver test cylinders (and beams) to the testing laboratory. The prescribed tests shall be made in the presence of or with the concurrence of the Owner.

2. Field testing personnel shall be on Site throughout placement of concrete.

3. Concrete sampling for tests and cylinder (and beam) making shall be done conforming to

ASTM C172. Samples shall be taken at random and at the point of truck discharge.

4. Perform the following test:

a. Moisture content, ASTM C566. Perform this test a minimum of twice a day and adjust the amount of mix water to compensate for the moisture content of the aggregates.

b. Prepare test cylinders conforming to ASTM C31, with not less than one set of cylinders (four cylinders) from each day’s placement for each 50 cubic yards (38 cubic meters) or fraction thereof.

c. Slump test conforming to ASTM C143. Perform test of the first batch produced each day, for every 50 cubic yards (38 cubic meters) or fraction thereafter, and with every set of test cylinders. Additional tests shall be run when directed by Contracting Officer.

d. Air content test conforming to ASTM C231. Perform for first batch of day and with each set of test cylinders.

e. The batch of concrete being tested for slump or air content shall not be placed until acceptable results are obtained.

f. Discard concrete used for slump and air tests.

g. Perform concrete and air temperature tests for first batch of day and with each set of test cylinders. Additional readings shall be taken when directed by Contracting Officer.

h. Any batch of concrete with slump or air content not in conformance with Specifications shall be rejected.

i. Furnish slump, air content and temperature test results to the testing laboratory for inclusion in the cylinder test reports.

j. Prepare test cross-section beams conforming to ASTM C78 with not less than one set of test beams for testing laboratory.

C. Laboratory Testing of Aggregates and Concrete During Construction:

1. An independent testing laboratory will be selected and paid by the Contractor to perform the required laboratory tests and statistical evaluations of aggregates and concrete being used in the Work.

2. Laboratory will cure and test concrete cylinders conforming to ASTM C192 and C39 testing two cylinders at 7 days of age and two at 28 days of age.

3. Contractor shall have the right to observe all phases of concrete cylinder curing and testing. Should Contractor observe any deviations from the prescribed testing procedures that he considers detrimental to concrete strength test results, he shall immediately notify Owner in writing.

4. Contractor shall assist laboratory in obtaining Samples of fine and coarse aggregate for testing.

5. Contractor shall make arrangements with the testing laboratory to receive copies of test reports. The cost of providing a maximum of two copies of each report to the Contractor will be paid by Owner.

6. Should the test results indicate low strength concrete as defined in PART 3, ARTICLE

3.07 – LOW-STRENGTH CONCRETE, Contractor shall take immediate corrective action.

7. Should the statistical data indicate an excessive margin of safety, the concrete mix may be modified subject to Contracting Officer’s approval.

8. Should the material test taken during construction indicate nonconformance with the Specifications, Contractor shall take immediate corrective action.

SECTION: 03 45 00 SUBPART: 1.07.D

Testing Agency Qualifications: Contractor will engage and pay an independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM C1077 and ASTM E329 for testing indicated.

SECTION: 03 45 00 SUBPART: 1.07.F

Quality-Control Standard: For manufacturing procedures and testing requirements, quality control recommendations, and dimensional tolerances for types of units required, comply with PCI MNL 117 “Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products.”

SECTION: 03 45 00 SUBPART: 2.11.C

Limit water-soluble chloride ions to maximum percentage by weight of cement permitted by ACI 318(ACI 318M) or PCI MNL 117 when tested according to ASTM C1218/C1218M.

SECTION: 03 45 00 SUBPART: 2.11.D

Normal-Weight Concrete Mixtures: Proportion by either laboratory trial batch or field test data methods according to ACI 211.1, with materials to be used on Project, to provide normal-weight concrete with the following properties:

1. Compressive Strength (28 days): 5000 psi (34.5 MPa) minimum.

2. Maximum Water-Cementitious Materials Ratio: 0.45.

SECTION: 03 45 00 SUBPART: 2.11.E

Water Absorption: 6% by weight or 14% by volume, tested according to PCI MNL 117.

SECTION: 03 45 00 SUBPART: 2.11.F

Lightweight Concrete Backup Mixtures: Proportion mixtures by either laboratory trial batch or field test data methods according to ACI 211.2, with materials to be used on Project, to provide lightweight concrete with the following properties:

1. Compressive Strength (28 Days): 5000 psi (34.5 MPa).

2. Unit Weight: Calculated equilibrium unit weight of 115 lb/cu. Ft. (1842kg/cu. M), plus or minus 3 lb/cu ft. (48 kg/cu. M) according to ASTM C567.

SECTION: 03 45 00 SUBPART: 2.16

A. Quality-Control Testing: Test and inspect precast concrete according to PCI MNL 117 requirements. If using self-consolidating concrete, also test and inspect according to PCI TR-6, “Interim Guidelines for the Use of self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants.”

B. Contractor will employ and pay for an independent testing agency to evaluate architectural precast concrete fabricator’s quality-control and testing methods.

1. Allow testing agency access to material storage areas, concrete production equipment, concrete placement, and curing facilities. Cooperate with testing agency and provide samples of materials and concrete mixtures as may be requested for additional testing and evaluation.

C. Strength of precast concrete units will be considered deficient if units fail to comply with ACI 318 (ACI 318M) requirements for concrete strength.

D. Testing: If there is evidence that strength of precast concrete units may be deficient or may not comply with ACI 318 (ACI 318M) requirements, precaster will employ an independent testing agency to obtain, prepare, and test cores drilled from hardened concrete to determine compressive strength according to ASTM C42/C42M.

1. A minimum of three representative cores will be taken from units of suspect strength, from locations directed by Contracting Officer.

2. Cores will be tested in an air-dry condition.

3. Strength of concrete for each series of 3 cores will be considered satisfactory if average compressive strength is equal to at least 85% of 28-day design compressive strength and no single core is less than 75% of 28-day design compressive strength.

4. Test results will be made in writing on same day that test are performed, with copies to Architect, Contractor, and precast concrete fabricator. Test reports will include the followings:

a. Project identification name and number.

b. Date when tests were performed.

c. Name of precast concrete fabricator.

d. Name of concrete testing agency.

e. Identification letter, name, and type of precast concrete unit(s) represented by core tests;

design compressive strength; type of break; compressive strength at breaks, corrected for length-diameter ratio; and direction of applied load to core in relation to horizontal plane of concrete as placed.

E. Patching: If core test results are satisfactory and precast concrete units comply with requirements, clean and dampen core holes and solidly fill with precast concrete mixture that has no coarse aggregate, and finish to match adjacent precast concrete surfaces.

SECTION: 03 45 00 SUBPART: 3.04

A. Special Inspections: Engage a qualified special inspector to perform the following special inspections and prepare reports:

1. Erection of precast concrete members

B. Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports.

C. Field welds will be subject to visual inspections and nondestructive testing according to ASTM E165 or ASTM E709. High-strength bolted connections will be subject to inspections.

D. Testing agency will report test results promptly and in writing to Contractor and Contracting Officer.

E. Repair or remove and replace work where test and inspections indicate that it does not comply with specified requirements.

F. Additional testing and inspecting, at Contractor’s expense, will be performed to determine compliance of replaced or additional work with specified requirements.

SECTION: 04 22 00 SUBPART: 1.05.A.1

Determine net-area compressive strength of masonry by testing masonry prisms according to ASTM C1314.

SECTION: 04 22 00 SUBPART: 1.06.A

Preconstruction Testing Service: Contractor will engage a qualified independent testing agency to perform preconstruction testing indicated below. Retesting of materials that fail to comply with specified requirements shall be done at Contractor’s expense.

1. Concrete Masonry Unit Test: For each type of unit required, according to ASTM C140 for compressive strength.

2. Mortar Test (Property Specification): For each mix required, according to ASTM C109/C109M for compressive strength, ASTM C1506 for water retention, and ASTM C91 for air content.

3. Mortar Test (Property Specification): For each mix required, according to ASTM C780 for compressive strength.

4. Grout Test (Compressive Strength): For each mix required, according to ASTM C1019.

5. Prism Test: For each type of construction required, according to ASTM C1314.

SECTION: 04 22 00 SUBPART: 1.08.A

Test Agency Qualifications: Qualified according to ASTM C1093 for testing indicated.

SECTION: 04 22 00 SUBPART: 1.08.D

Masonry Standard: Comply with ACI 530/530.IR / ASCE 6/TMS 602 unless modified by requirements in the Contract Documents.

SECTION: 04 22 00 SUBPART: 1.10.D

Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost.

Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530/530.1R / ASCE

6/TMS602.

SECTION: 04 22 00 SUBPART: 1.10.E

Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI

530/530.1R / ASCE 6/TMS 602.

SECTION: 04 22 00 SUBPART: 2.02.B

Fire-Resistance Ratings: Where indicated, provide units that comply with requirements for fire-resistance ratings indicated as determined by testing according to ASTM E119, by equivalent masonry thickness, or by other means, as acceptable to authorities having jurisdiction.

SECTION: 04 22 00 SUBPART: 2.03.C

Integral Water Repellent: Provide units made with integral water repellent for exposed units.

1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested according to ASTM E514 as a wall assembly made with mortar containing integral water-repellent manufacturer’s mortar additive, with test period extended to 24 hours shall show no visible water or leaks on the back of test specimen.

a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

(1) ACM Chemistries, Inc.,: RainBloc

(2) BASF Aktiengesellschaft: Rheopel Plus

(3) Grace Construction Products, W.R. Grace & Co. – Conn.;Dry-Block

SECTION: 04 22 00 SUBPART: 3.13

B. Placing Reinforcement: Comply with requirements in ACI 530/530.1R

/ASCE 6/TMS 602.

C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure.

1. Comply with requirements in ACI 530/530.1R /ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height.

2. Limit height of vertical grout pours to not more than 60 inches (1520 mm).

SECTION: 04 22 00 SUBPART: 3.14

A. Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform tests and inspections. Retesting of materials that fail to meet specified requirements shall be done at Contractor's expense.

B. Inspections: Level 1 special inspections according to the "International Building Code."

1. Begin masonry construction only after inspectors have verified proportions of site-prepared mortar.

2. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations of reinforcement.

3. Place grout only after inspectors have verified proportions of site-prepared grout.

C. Testing Prior to Construction: One set of tests.

D. Testing Frequency: One set of tests for each 5000 sq. ft. (464 sq. m) of wall area or portion thereof.

E. Concrete Masonry Unit Test: For each type of unit provided, according to ASTM C140 for compressive strength.

F. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided, according to

ASTM C780.

G. Mortar Test (Property Specification): For each mix provided, according to ASTM C780. Test mortar for mortar air content and compressive strength.

H. Grout Test (Compressive Strength): For each mix provided, according to ASTM C1019.

I. Prism Test: For each type of construction provided, according to ASTM C1314 at 7 days and at 28 days.

SECTION: 05 12 00 SUBPART: 1.03.D.7

Qualified welding procedure specifications and procedure qualification test results if welding processes differ from those prequalified by AWS.

SECTION: 05 12 00 SUBPART: 1.03.E

Mill Tests:

1. Perform for each melt of material used in the fabrication.

2. Furnish two copies of each certified mill test to Contracting

Officer upon request.

SECTION: 05 12 00 SUBPART: 1.03.F

High-Strength Connection Bolt and Nut Manufacturer’s Inspections Certificate:

1. The Supplier shall certify that bolts, nuts and washers furnished comply with all of the requirements of these Specifications, and shall provide complete manufacturer’s mill test reports (Manufacturer’s Inspections Certificate).

SECTION: 05 12 00 SUBPART: 1.04.A

Welder Qualifications:

1. Welders shall be previously qualified by passing the tests prescribed in the AWS D1.1 or by passing such other tests as Contracting Officer may accept.

2. Welders shall have been tested within the past 12 months, and their qualification shall be considered as remaining in effect unless the welder is not engaged in a given process of welding for a period exceeding 6 months.

3. Submit two certified copies of the qualification records to Contracting Officer as evidence of qualification to the above-mentioned code.

SECTION: 05 12 00 SUBPART: 2.11.C

Stud Shear-Connector Welding:

1. Conform to AWS C5.4 for stud welding and recommendations of the connector manufacturer.

Fillet welding of studs is not approved.

2. Stud shear connectors shall be shop- or field-welded at Contractor's option. Studs that obstruct walking surfaces of beams or joists shall be field welded. Conform to the requirements of 29 CFR 1926, Subpart R - Steel Erection.

3. Stud welding, equipment, and power requirements for stud welding shall conform to manufacturer's recommendations.

SECTION: 05 12 00 SUBPART: 2.12.H

Anchors shall meet the requirements of 2006 International Building Code Section 1912. Anchors shall be designed in accordance with Appendix D of ACI 318-05 for use in the cracked concrete condition.

SECTION: 05 12 00 SUBPART: 3.02A

Erect all steel to conform to AISC specifications, codes, and standards; AISC Quality Criteria and Inspection Standard; or any local, state or federal codes which may exceed such requirements. Comply with applicable OSHA regulations including 29 CFR 1926, Subpart R – Steel Erection.

SECTION: 05 12 00 SUBPART: 3.02.G

The requirements for erection welding and welders shall be the same as specified for steel fabrication.

SECTION: 05 12 00 SUBPART: 3.02.L

The requirements for field-installed stud shear connectors shall be the same as specified for shop-installed connectors.

SECTION: 05 21 00 SUBPART: 1.04.B

Inspection and Test:

1. The Materials to be furnished shall be subject to inspection in the mill, shop, and field.

2. Joists shall be inspected by the manufacturer before shipment to ensure compliance of

Materials and workmanship with the Specifications.

3. Welders shall be qualified for type of Work required. Submit qualification records if requested by Contracting Officer.

SECTION: 05 21 00 SUBPART: 2.02

General Requirements:

A. Joists series and sizes indicated are based on joists listed by SJI.

B. Steel used in the fabrication of joists, design and working stresses, and fabrication procedures shall conform to the requirements of SJI, unless otherwise specified.

C. Contractor shall be responsible for all errors of fabrication and for the correct fitting of the joists in the field.

D. Joists shall be fabricated from new Materials.

E. Comply with applicable OSHA regulations, including, but not limited to, 29 CFR 1926 Subpart

R - Steel Erection.

F. Contractor shall select joists and design and define all connections, bridging, and related accessories.

SECTION: 05 40 00 SUBPART: 1.03.A

Calculate structural characteristics of cold-formed steel framing according to AISI SG02-1, AISI SG02-3, and either SSMA Product Technical Information or LGSI light Gage Structural steel Framing System Design Handbook as applicable.

SECTION: 05 40 00 SUBPART: 1.05.C

Testing Agency Qualifications: To qualify for acceptance, an independent testing agency must demonstrate to Contracting Officer's satisfaction, based on evaluation of agency-submitted criteria conforming to ASTM E699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work.

SECTION: 05 40 00 SUBPART: 1.05.D

Welding Standards: Comply with applicable provisions of AWS D1.1 and AWS D1.3.

1. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

SECTION: 05 40 00 SUBPART: 1.05.E

Fire-Test-Response Characteristics: Where fire-resistance-rated assemblies are indicated, provide cold-formed steel framing identical to that tested as part of an assembly for fire resistance per ASTM E119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

1. Fire-Resistance Ratings: As indicated by design designations listed UL “Fire Resistance Directory,” or by Intertek Testing Services (ITS) or another testing and inspecting agency acceptable to authorities having jurisdiction.

SECTION: 05 40 00 SUBPART: 2.07.C

Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 5 times the design load, as determined by testing per ASTM E488 conducted by a qualified independent testing agency.

SECTION: 05 40 00 SUBPART: 2.07.D

Powder-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10 times the design load, as determined by testing per ASTM E1190 conducted by a qualified independent testing agency.

SECTION: 05 51 00 SUBPART: 2.06.H

Post-Installed Anchors: Torque-controlled expansion anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E488, conducted by a qualified independent testing agency.

SECTION: 05 73 00 SUBPART: 1.06.A

Preconstruction Testing service: Engage a qualified testing agency to perform preconstruction testing on laboratory mockups. Payment for these services will be made by Contractor. Retesting of products that fail to meet specified requirements shall be done at Contractor’s expense.

1. Build laboratory mockups at testing agency facility; use personnel, materials, and methods of construction that will be used at Project site.

2. Test railings according to ASTM E894 and ASTM E935 for compliance with ASTM E985.

3. Notify Contracting Officer seven days in advance of the dates and times when laboratory mockups will be tested.

4. When testing is complete, remove assemblies; do not reuse materials on Project.

SECTION: 05 73 00 SUBPART: 1.07.K

Product Test reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E894 and ASTM E935 for compliance with ASTM E985.

SECTION: 05 73 00 SUBPART: 2.05.A

Tempered Glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated), Type 1 (transparent flat glass), Quality-Q3. Provide products that have been tested for surface and edge compression according to ASTM C1048 and for impact strength according to 16 CFR 1201 for Category II materials.

SECTION: 05 73 00 SUBPART: 2.06.D

Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E488, conducted by a qualified independent testing agency

SECTION: 05 73 00 SUBPART: 3.07

A. Testing Agency: Owner will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports. Payment for these services will be made by Owner.

B. Extent and Testing Methodology: Testing agency will randomly select completed railing assemblies for testing that are representative of different railing designs and conditions in the completed Work. Railings will be tested according to ASTM E894 and ASTM E935 for compliance with performance requirements.

C. Remove and replace railings where test results indicate that they do not comply with specified requirements unless they can be repaired in a manner satisfactory to Architect and will comply with specified requirements.

D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

SECTION: 06 10 00 SUBPART: 1.05.B

Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials based on testing by a qualified independent testing agency.

3. For fire-retardant treatments specified to be High-Temperature (HT) type, include physical properties of treated lumber both before and after exposure to elevated temperatures, based on testing by a qualified independent testing agency according to ASTM D5664.

SECTION: 06 10 00 SUBPART: 2.04.A

Comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood)

SECTION: 06 10 00 SUBPART: 2.04.B

Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency.

SECTION: 06 16 00 SUBPART: 1.05.B.3

For building wrap, include data on air-/moisture-infiltration protection based on testing according to referenced standards.

SECTION: 06 16 00 SUBPART: 1.06.A

Testing Agency Qualifications: To qualify for approval, an independent testing agency must demonstrate to Engineer's satisfaction, based on evaluation of agency-submitted criteria conforming to ASTM E699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work.

SECTION: 06 40 23 SUBPART: 1.06.F

Fire-Test-Response Characteristics: Where fire-retardant materials or products are indicated, provide materials and products with specified fire-test-response characteristics as determined by testing identical products per test method indicated by UL, ITS, or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify with appropriate markings of applicable testing and inspecting agency in the form of separable paper label or, where required by authorities having jurisdiction, imprint on surfaces of materials that will be concealed from view after installation.

SECTION: 06 40 23 SUBPART: 2.04.A

General: Where fire-retardant-treated materials are indicated, use materials complying with requirements in this Article, that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified.

SECTION: 06 40 23 SUBPART: 2.04.A.3

Identify fire-retardant-treated materials with appropriate classification marking of UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdiction.

SECTION: 06 64 00 SUBPART: 1.05.B

Surface-Burning Characteristics: As determined by testing identical products according to ASTM E84 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: 200 or less.

2. Smoke-Developed Index: 450 or less/

3. Testing Agency: UL.

SECTION: 06 64 00 SUBPART: 3.02.A

Examine substrates, areas, and conditions where installation of plastic fabrications occurs, with Installer present, for compliance with manufacturer's requirements. Verify substrates and conditions are satisfactory for installation and comply with requirements specified

SECTION: 07 11 13 SUBPART: 3.01.A.2

Test for surface moisture according to ASTM D4263.

SECTION: 07 13 26 SUBPART: 1.04.B

Include manufacturer’s written instructions for evaluating, preparing and treating substrate, technical data, and tested physical performance properties of waterproofing.

SECTION: 07 13 26 SUBPART: 1.05.C.1

Review waterproofing requirements including surface preparation, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet flashings, installation procedures, testing and inspection procedures, and protection and repairs.

SECTION: 07 13 26 SUBPART: 2.05.A

Plaza Deck Pavers: Heavyweight, hydraulically pressed, concrete units, with top edges beveled 3/16 inch (5 mm), manufactured for use as plaza deck pavers; minimum compressive strength 7500 psi (52 MPa), ASTM C140; absorption not greater than 5%, ASTM C140; no breakage and maximum 1% mass loss when tested for freeze-thaw resistance according to ASTM C67.

SECTION: 07 13 26 SUBPART: 3.01.A.2

Verify that concrete is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D4263.

SECTION: 07 13 26 SUBPART: 3.06.B

Flood Testing: Flood test each deck area for leaks, according to recommendations in ASTM D5957, after completing waterproofing but before overlying construction is placed. Install temporary containment assemblies, plug or dam drains, and flood with potable water.

1. Flood to an average depth of 2-1/2 inches (64 mm) with a minimum depth of 1 inch (25 mm) and not exceeding a depth of 4 inches (100 mm). Maintain 2 inches (51 mm) of clearance from top of sheet flashings.

2. Flood each area for 24 hours.

3. After flood testing, repair leaks, repeat flood tests, and make further repairs until waterproofing installation is watertight.

SECTION: 07 13 26 SUBPART: 3.06.C

Engage an independent testing agency to observe flood testing and examine underside of decks and terminations for evidence of leaks during flood testing.

SECTION: 07 19 00 SUBPART: 1.04.A

Water repellents shall meet performance requirements indicated without failure due to defective manufacture, fabrication, or installation.

1. Water Repellents: Comply with performance requirements specified, as determined by testing substrate assemblies representing those indicated for this Project.

SECTION: 07 19 00 SUBPART: 1.06.B

Testing Agency Qualifications: An independent agency qualified according to ASTM E548 for testing indicated.

SECTION: 07 19 00 SUBPART: 1.06.C

Test Application: Apply a finish sample for each type of water repellent and substrate required. Duplicate finish of approved sample.

1. Locate each test application as directed by Contracting Officer.

2. Size: 10 sq. ft. (9.3 sq. m).

3. Final approval by Contracting Officer water-repellent application will be from test application.

SECTION: 07 19 00 SUBPART: 3.01.A.

Test for moisture content, according to water-repellent manufacturer’s written instructions, to ensure that surface is dry enough.

SECTION: 07 19 00 SUBPART: 3.01.B

Test for pH level, according to water-repellent manufacturer’s written instructions, to ensure chemical bond to silicate minerals.

SECTION: 07 21 00 SUBPART: 1.04.E

Product Test Reports: Based on evaluation of comprehensive test performed by a qualified testing agency for insulation products.

SECTION: 07 21 00 SUBPART: 1.05.B

Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency

1. Surface-Burning Characteristics: ASTM E84

2. .Fire-Resistance Ratings: ASTM E119

3. Combustion Characteristics: ASTM E136

SECTION: 07 21 00 SUBPART: 2.02.A

In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified.

3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

SECTION: 07 21 00 SUBPART: 2.03.B

Foil-Face, Polyisocyanurate Board Insulation: ASTM C1289, Type I, Class 1 or 2, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, based on tests performed on unfaced core on thicknesses up to 4 inches (101 mm).

SECTION: 07 21 00 SUBPART: 3.01.A

Examine substrates and conditions, with Installer present, for compliance with requirements of Sections in which substrates and related work are specified and for other conditions affecting performance.

SECTION: 07 41 13 SUBPART: 1.05.A

Provide metal roof panel system meeting performance requirements as determined by application of specified tests by a qualified testing agency on manufacturer’s standard assemblies.

SECTION: 07 41 13 SUBPART: 1.05.B

Delegated Design: Design metal roof panel assembly, including comprehensive engineering analysis and connection design by a qualified professional engineer, using performance requirements and design criteria indicated. General Contract shall coordinate design requirements with photo voltaic, solar water heating panel, and fall restraint system suppliers prior to shop drawing submittal.

SECTION: 07 41 13 SUBPART: 1.05.D

Water Penetration Static Pressure: No uncontrolled water penetration at a static pressure of 6.4 lbf/sq. ft (306.4 Pa) when tested per ASTM E1646.

SECTION: 07 41 13 SUBPART: 1.05.E

Structural Performance: Provide metal roof panel system capable of withstanding the effects of indicated loads and stresses within limits and under conditions indicated, per ASTM based on testing according to

ASTM E1592:

SECTION: 07 41 13 SUBPART: 1.05.H

Thermal Cycle test: Provide metal roof panel system that shows no wear when subject to 100,000 cycles of 1 inch (25 mm) movement in the plane of the panel face relative to the clip anchor.

SECTION: 07 41 13 SUBPART: 1.06.D

Fire Performance Characteristics: Provide metal roof panel system with the following fire-test characteristics.

1. Surface-Burning Characteristics: Provide metal roof panel system with the following characteristics when tested per ASTM E84.

a. Flame spread index: 25 or less.

b. Smoke developed index: 450 or less

SECTION: 07 41 13 SUBPART: 1.09.A

Product Test Reports: Indicating compliance of products with requirements, from a qualified independent testing agency, when requested by architect.

SECTION: 07 41 13 SUBPART: 2.05.A.

Thermal Stability: Stable after testing at 240° (116° C); ASTM D1970

Low-Temperature Flexibility: Passes after testing at minus 20°F (29°C); ASTM D1970.

SECTION: 07 41 50 SUBPART: 1.06.B

Submit shop drawings showing dimensioned layout and details of framing system, dimensioned layout of existing roof and underlying structure, attachment requirements to existing structure, bracing, slopes, parts descriptions, and a description of how the reroofing shall proceed. Shop drawings shall be sealed and signed by a registered Professional Engineer.

SECTION: 07 41 50 SUBPART: 1.06.E

Coordinate roof framing layout with roof panel spacing requirements

SECTION: 07 41 50 SUBPART: 1.07.B.2

Submission of proof of appropriate load testing of the system and detailed engineering analysis.

SECTION: 07 41 50 SUBPART: 2.01.A.1

Steel: All hot rolled steel used shall have minimum yield strength of 36,000 psi. All cold-formed steel used shall have minimum yield strength of 40,000psi. Steel shall meet requirements of an appropriate ASTM standard and shall be certifiable.

SECTION: 07 42 16 SUBPART: 1.04.A

Provide metal wall panel system meeting performance requirements as determined by application of specified tests by a qualified testing agency on manufacturer’s standard assemblies.

SECTION: 07 42 16 SUBPART: 1.04.C

System Performance: Meet the following performance requirements when tested in accordance with AAMA 508-07, including a horizontal joint, with an imperfect vapor barrier:

1. Air Infiltration: Maximum 0.06 cfm/sq. ft. (0.3L/s per sq. m) per ASTM E283 at a static-air –pressure difference of 6.24 lbf/sq. ft. (300 Pa) using minimum 10-by-10 foot (3050-by-3050

mm) test panel that includes horizontal and vertical joints.

2. Water Penetration, Static Pressure: No uncontrolled water penetration per ASTM E331 at a minimum static differential pressure of 15 lbf/sq. ft.(718 Pa), using minimum 10-by-10 foot (3050-by-3050 mm) test panel that includes horizontal and vertical joints.

3. Water Penetration, Dynamic Pressure: No uncontrolled water penetration per AAMA

501.1 at a minimum static differential pressure of 15 lbf/sq. ft. (718 Pa), using minimum 10-by- 10 foot(3050-by-3050 mm) test panel that includes horizontal and vertical joints.

SECTION: 07 42 16 SUBPART: 1.04.D

Water Absorption: Maximum 1.0% absorption rate by volume when tested according to ASTM C209.

SECTION: 07 42 16 SUBPART: 1.05.B.1

Approval of Comparable Products: Submit the following in accordance with project substitution requirements, within time allowed for substitution review:

a. Product data, including certified independent test data indicating compliance with requirements. Include detailed data indicating compliance with AAMA 508.07 performance specified.

SECTION: 07 42 16 SUBPART: 1.05.E.

Testing Agency Qualifications: Qualify in accordance with requirements of ASTM E329.

SECTION: 07 42 16 SUBPART: 1.05.F

Adhesion Test: Prior to delivery of composite wall panel system, perform test on adhesives and sealants per ASTM D3359. Test each adhesive and sealant utilizing specified panel finish.

1. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates as specified in DIVISION 07 Section "Joint Sealants."

SECTION: 07 42 16 SUBPART: 1.05.G

Fire Performance Characteristics: Provide metal composite wall systems with the following fire-test characteristics determined by indicated test standard as applied by UL or other testing and inspection agency acceptable to authorities having jurisdiction.

1. Surface-Burning Characteristics: Provide metal composite wall system panels with the following characteristics when tested per ASTM E84.

a. Flame spread index: 25 or less.

b. Smoke developed index: 450 or less.

2. Fire Performance of Insulated Wall: Class 1 wall panel per ANSI/FM 4880.

3. Room Corner Test: NFPA 286 or UL 1715.

4. Intermediate Scale Multistory Fire Test: Representative mockup tested per NFPA 285.

a. The following may be submitted in lieu of testing per NFPA 285 when acceptable to authorities having jurisdiction: Valid test reports indicating compliance with NFPA 286, FM 4880, UL 1040, and UL 1715, based upon current product design and composition.

SECTION: 07 42 16 SUBPART: 1.07.A

Product Test Reports: Indicating compliance of products with requirements, from a qualified independent testing agency.

SECTION: 07 42 16 SUBPART: 2.07.D

Sealants: Type recommended by metal wall panel system manufacturer for application, meeting requirements of DIVISION 07 Section “Joint Sealants.”

SECTION: 07 42 16 SUBPART: 2.08.B.5

Fire Performance: Comply with requirements of FMG 4881 Standard for Class 1 Exterior Wall Systems.

SECTION: 07 42 16 SUBPART: 2.11.E

Steel vertical tube structural supports for metal wall panel system, coordinated with panel system components, engineered to meet project structural design requirements, and finished to match panel interior finish, of size indicated on approved shop drawings.

SECTION: 07 42 16 SUBPART: 3.01.B

Framing: Inspect framing that will support metal wall panels to determine if support components are installed as indicated on approved shop drawings. Confirm presence of acceptable framing members at recommended spacing to match installation requirements of metal wall panels.

SECTION: 07 42 16 SUBPART: 3.03.D.1

See Drawings for Critical Panel Joint (PJ) locations. All others as required per manufacturers requirements. Panel joint will be reviewed by Architect in shop drawings.

SECTION: 07 42 16 SUBPART: 3.04.A.1

Install related flashings and sheet metal trim per requirements of DIVISION 07 Section “Sheet Metal Flashing and Trim.”

SECTION: 07 42 16 SUBPART: 3.04.A.3

Comply with performance requirements and manufacturer’s written installation instructions.

SECTION: 07 42 16 SUBPART: 3.06.A

Water-Spray Test: After completing portion of metal wall panel assembly including accessories and trim, test 2-bay area selected by Architect for water penetration, according to AAMA 501.2.

SECTION: 07 59 10 SUBPART: 1.06A

Do not compromise existing roofing membrane when weather conditions threaten integrity of building contents or intended continued occupancy.

SECTION: 07 59 10 SUBPART: 1.06B

Maintain continuous temporary protection prior to and during installation of new roofing system to keep building weathertight.

SECTION: 07 62 00 SUBPART: 1.03.A

General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing.

SECTION: 07 62 00 SUBPART: 1.03.B

Fabricate and install flashings at roof edges to comply with recommendations of FM Loss Prevention Data Sheet 1-49 for the following wind zone.

SECTION: 07 62 00 SUBPART: 2.03.D.10

Polyethylene Underlayment: ASTM D4397, minimum 6-mil (0.15-mm) thick black polyethylene film, resistant to decay when tested according to ASTM E154.

SECTION: 07 62 00 SUBPART: 3.02.J

Install reglets to receive counterflashing according to the following requirements:

1. Where reglets are indicated in concrete, furnish reglets for installation under DIVISION 03.

2. Where reglets are indicated in masonry, furnish reglets for installation under DIVISION 04.

SECTION: 07 71 00 SUBPART: 1.05.A

Product Test Reports: Based on evaluation of comprehensive test performed by a qualified testing agency, for roof-edge flashings.

SECTION: 07 71 00 SUBPART: 2.09.A

Comply with NAMM’s “Metal Finishes Manual for Architectural and Metal Products” for recommendations for applying and designating finishes.

SECTION: 07 71 00 SUBPART: 3.04.B

Anchor roof edgings with manufacturer’s required devices, fasteners, and fastener spacing to meet performance requirements.

SECTION: 07 72 00 SUBPART: 1.03.A

General Performance: Roof accessories shall withstand exposure to weather and resist thermally induced movement without failure, rattling, leaking or fastener disengagement due to defective manufacture, fabrication, installation or other defects in construction.

SECTION: 07 72 00 SUBPART: 2.04.G

Safety Railing System: Roof-hatch manufacturer's standard system including rails, clamps, fasteners, safety barrier at railing opening, and accessories required for a complete installation; attached to roof hatch and complying with 29 CFR 1910.23 requirements and authorities having jurisdiction.

SECTION: 07 72 00 SUBPART: 2.06.A

Comply with NAMM’s “Metal Finishes Manual for Architectural and Metal Products” for recommendations for applying and designating finishes.

SECTION: 07 84 13 SUBPART: 1.04.D

Shop Drawings: For each through-penetration firestop system, show each type of construction condition penetrated, relationships to adjoining construction, and type of penetrating item. Include firestop design designation of qualified testing and inspecting agency that evidences compliance with requirements for each condition indicated.

1. Submit documentation, illustrations, from a qualified testing and inspecting agency that is applicable to each through-penetration firestop system configuration for construction and penetration items.

2. Where Project conditions require modification to a qualified testing and inspecting agency’s illustration for a particular through-penetration firestop condition, submit illustration, with modifications marked, approved by through-penetration firestop system manufacturer's fire-protection engineer as an engineering judgment or equivalent fire-resistance-rated assembly.

SECTION: 07 84 13 SUBPART: 1.04.H

Product Test Reports: From a qualified testing agency indicating through-penetration firestop system complies with requirements, based on comprehensive testing of current products.

SECTION: 07 84 13 SUBPART: 1.05.C

Fire-Test-Response Characteristics: Provide through-penetration firestop systems that comply with the following requirements and…