WWW.MOLIMO.NET TEST REPORT TAS 201-94 TAS 202-94 TAS 203-94 REPORT NO.: 1996.01-106-11 RENDERED TO: REVIVAL SASH Springfield, New Jersey PRODUCT TYPE: Wood Double Hung Window SERIES / MODEL: 5200 This report contains in its entirety: Cover Page: 1 page Body of Report: 14 pages Sketches: 2 pages Photographs: 2 pages Drawings: 9 pages Test Date: 8/6/2019 Through: 9/6/2019 Report Date: 9/19/2019 Retention End Date: 9/6/2029 Miami-Dade Notification No.: MMO 2004
Transcript
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TEST REPORT TAS 201-94 TAS 202-94 TAS 203-94 REPORT NO.: 1996.01-106-11 RENDERED TO: REVIVAL SASH Springfield, New Jersey PRODUCT TYPE: Wood Double Hung Window SERIES / MODEL: 5200 This report contains in its entirety: Cover Page: 1 page Body of Report: 14 pages Sketches: 2 pages Photographs: 2 pages Drawings: 9 pages Test Date: 8/6/2019 Through: 9/6/2019 Report Date: 9/19/2019 Retention End Date: 9/6/2029 Miami-Dade Notification No.: MMO 2004
Report No.: 1996.01-106-11 Report Date: 9/19/2019
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CLIENT INFORMATION: REVIVAL SASH 135 East 57th Street Springfield, New Jersey 10022 TEST LABORATORY: Molimo, LLC 1410 Eden Road York, Pennsylvania 17402 717-900-6034 PROJECT SUMMARY:
PRODUCT TYPE: Wood Double Hung Window
SERIES/MODEL: 5200
PROJECT SUMMARY: Molimo, LLC was contracted to perform testing on the above referenced product. Testing was conducted using Test Protocols TAS 201, TAS 202, and TAS 203 in accordance with the Florida Building Code for the High Velocity Hurricane Zone and Miami-Dade County requirements. The specimens tested met the performance requirements set forth in the referenced test protocols. The test results are summarized in the table below.
Specimen # Test Protocol Design Pressure
1 TAS 202
TAS 201 / TAS 203 (Large Missile)
±75.0 psf
2 TAS 202 (loads only) TAS 201 / TAS 203
(Large Missile) ±75.0 psf
3 TAS 201 / TAS 203 (Large Missile) ±75.0 psf
PROJECT DETAILS:
Miami-Dade County Notification No.: MMO 2004
Test Dates: 8/6/2019 – 9/6/2019
Test Record Retention End Date: 9/6/2029
Test Location: Molimo, LLC test facility in York, Pennsylvania.
Report No.: 1996.01-106-11 Report Date: 9/19/2019
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PROJECT SUMMARY: (Continued)
PROJECT DETAILS: Test Specimen Source: The test specimens were provided by the client. Representative samples of the test specimen will be retained by Molimo for a minimum of ten years from the test completion date.
Drawing Reference: The test specimen drawings were supplied by the client. The test specimen construction was verified by Molimo and was found to be representative of the products tested. Test specimen drawings are located in Appendix B of this report. Any deviations are documented herein or on the drawings.
WITNESSES:
The following representatives witnessed all or part of the testing.
Name Company Michael D. Stremmel, P.E. Molimo, LLC
Joseph Enriquez Molimo, LLC TEST PROTOCOLS:
TAS 201-94 – Impact Test Procedures
TAS 202-94 – Criteria for Testing Impact and Nonimpact Resistant Building Envelope Components Using Uniform Static Air Pressure
TAS 203-94 – Criteria for Testing Products Subject to Cyclic Wind Pressure Loading TEST SPECIMEN DESCRIPTION:
PRODUCT SIZES: Test Specimens #1 - #3:
Overall Size: 1689 mm x 2438 mm (66-1/2" x 96") Overall Area: 4.11 m2 (44.33 ft2) Exterior Sash: 1460 mm x 1184 mm (57-1/2" x 46-5/8") Interior Sash: 1460 mm x 1206 mm (57-1/2" x 47-1/2")
Report No.: 1996.01-106-11 Report Date: 9/19/2019
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TEST SPECIMEN DESCRIPTION: (Continued)
FRAME CONSTRUCTION: Material: Milled mahogany wood with a stained finish Corner Details: Coped and butted, sealed with sealant, and secured with #8 x 3" wood
screws, three per corner. Other Details:
The head frame was constructed from four pieces; the main frame, an exterior blind stop, an interior sash stop, and a parting strip between the sash tracks. The blind stop was secured with #8 wood screws spaced 12"on center. The sash stop and parting strip were secured with brad nails spaced 12" on center. The sill frame was constructed from two piece; the main frame and the interior sash stop. The sash stop was secured with brad nails spaced 12"on center. The jamb frames were constructed from six pieces; the main frame, an interior sash stop, a parting strip between the sash tracks, interior and exterior weight box pieces and a plywood weight box cover. The sash stops, and parting strips were secured to the main frame with brad nails spaced 12" on center. The interior sash stop was additional secured with two #6 x 2" wood screws, spaced 3" on either side of the meeting stile. The interior and exterior weight box covers were secured with #8 wood screws spaced 12" on center. The plywood weight box cover was secured to the interior and exterior weight box covers with #8 wood screws spaced 12" on center.
SASH CONSTRUCTION: Material: Milled mahogany wood with a primed finish Corner Details: Coped and butted, sealed with sealant and secured with #8 x 3" wood
screws. The interior sash bottom rail and exterior sash top rail utilized two screws per corner and the interior and exterior sash meeting rails utilized one screw per corner.
Other Details: The interior and exterior meeting rails utilized an applied check rail, secured with brad nails spaced 12" on center.
REINFORCEMENT:
Description Material Location
1/4" x 1-1/4" plate Steel Interior and exterior sash meeting rails
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TEST SPECIMEN DESCRIPTION: (Continued)
GLAZING DETAILS: No conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimens can be made.
Description Detail Glass Type 1-1/8" IG
Glazing Construction (exterior to interior)
3/16 thick annealed glass 0.090" thick Solutia PVB interlayer 3/16 thick annealed glass 1/2" plastic and metal reinforced spacer system 3/16" thick tempered glass
Glazing Method Set from the interior against a bead of Dow 995 sealant and secured with wood glazing beads secured with brad nails spaced 12" on center.
Description Quantity Location Weight and chain balance system
2 per sash One in each jamb
Brass sweep locks 2 Interior meeting rail, 13" from each end
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TEST SPECIMEN DESCRIPTION: (Continued)
INSTALLATION: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 3/4" shim space. The exterior perimeter of the specimen was sealed with sealant.
1-1/2" by 1-1/2" by 3" long, 1/8" thick aluminum angles, secured to the window frame with two #10-1/2"
screws and secured to the wood buck with two #10 x 1-1/2" wood screws
6" from each end with one midspan (3 total)
Jambs 6" from each end and spaced 16" on center (6 per jamb)
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TEST RESULTS:
TAS 202-94, Uniform Static Air Pressure
The temperature during testing was 78.5 oF.
TEST SPECIMEN #1:
Air infiltration tests were conducted per ASTM E 283 in accordance with TAS 202-94. Title of Test Results Allowable
Air Infiltration at 1.57 psf 0.03 cfm/ft2 0.30 cfm/ft2
Air Infiltration at 6.24 psf 0.22 cfm/ft2 Report Only
Static Pressure tests were conducted per ASTM E 330 in accordance with TAS 202-94. All pressures were maintained for a duration of 30 seconds.
Title of Test Indicator # Deflection (in) Permanent Set (in) Measured Allowed
+56.25 psf (50% of Test Pressure)
1 0.03 N/A <0.01
2 0.06 N/A <0.01
+75.0 psf (Design Pressure)
1 0.07 N/A 0.01
2 0.07 N/A <0.01
-56.25 psf (50% of Test Pressure)
1 0.05 N/A <0.01
2 0.12 N/A 0.02
-75.0 psf (Design Pressure)
1 0.07 N/A <0.01
2 0.14 N/A 0.01
Water Penetration tests were conducted per ASTM E 331 in accordance with TAS 202-94. Title of Test Test Pressure Results
Water Penetration at 15% of Positive Design Pressure 11.28 psf PASS
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TEST RESULTS: (Continued)
TAS 202-94, Uniform Static Air Pressure
TEST SPECIMEN #1:
Static Pressure tests were conducted per ASTM E 330 in accordance with TAS 202-94. All pressures were maintained for a duration of 30 seconds.
Title of Test Indicator # Deflection (in) Permanent Set (in) Measured Allowed
+112.50 psf (Test Pressure)
1 0.16 0.01 0.23
2 0.04 0.01 0.23
-112.50 psf (Test Pressure)
1 0.16 0.01 0.23
2 0.14 0.01 0.23
Title of Test Results Allowed Forced Entry Resistance in accordance with F588 PASS No Entry
Note: Reference Sketch #1 for indicator locations. The deflection/permanent set reported is the overall deflection between three points (longest unsupported span).
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TEST RESULTS: (Continued)
TAS 202-94, Uniform Static Air Pressure
TEST SPECIMEN #2:
Static Pressure tests were conducted per ASTM E 330 in accordance with TAS 202-94. All pressures were maintained for a duration of 30 seconds.
Title of Test Indicator # Deflection (in) Permanent Set (in) Measured Allowed
+56.25 psf (50% of Test Pressure)
1 0.02 N/A 0.02
2 0.02 N/A <0.01
+75.0 psf (Design Pressure)
1 0.06 N/A 0.02
2 0.05 N/A <0.01
-56.25 psf (50% of Test Pressure)
1 0.10 N/A 0.03
2 0.10 N/A <0.01
-75.0 psf (Design Pressure)
1 0.14 N/A 0.04
2 0.14 N/A 0.01
Title of Test Indicator # Deflection (in) Permanent Set (in) Measured Allowed
+112.50 psf (Test Pressure)
1 0.22 0.04 0.23
2 0.05 <0.01 0.23
-112.50 psf (Test Pressure)
1 0.24 0.06 0.23
2 0.05 0.01 0.23 Note: Reference Sketch #1 for indicator locations. The deflection/permanent set reported is the overall deflection between three points (longest unsupported span). RESULTS: The test specimens displayed no signs of failure during or upon completion of TAS 202 testing; as such the test specimens satisfy the requirements of TAS 202.
1 50.2 Broke the laminated glass and the interior tempered glass. No penetration. PASS
2 50.1 Broke the laminated glass and the interior tempered glass. No penetration. PASS
3 50.1 Broke the laminated glass and the interior tempered glass. No penetration. PASS
Note: Reference Sketch #2 for impact locations. RESULTS: The large missiles impacted each target location. Each impact location was carefully inspected and no signs of penetration, rupture, or opening were observed after the missile impact test; as such each test specimen satisfies the large small missile requirements of TAS 201.
Note: Reference Sketch #1 for indicator locations. The deflection/permanent set reported is the overall deflection between three points (longest unsupported span).
Note: Reference Sketch #1 for indicator locations. The deflection/permanent set reported is the overall deflection between three points (longest unsupported span).
Note: Reference Sketch #1 for indicator locations. The deflection/permanent set reported is the overall deflection between three points (longest unsupported span).
RESULT: No signs of failure in any area of the test specimens were observed during the cyclic loading tests; as such the test specimens satisfy the cyclic loading requirements of TAS 203.
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LABORATORY COMPLIANCE STATEMENTS: The following are provided as required by the referenced protocols for the testing reported Upon completion of testing, the specimens tested in accordance with TAS 201-94 met the requirements of Section 1626 of the Florida Building Code, Building.
Upon completion of testing, the specimens tested in accordance with TAS 202-94 met the requirements of Section 1620 of the Florida Building Code, Building.
Upon completion of testing, the specimens tested in accordance with TAS 203-94 met the requirements of Section 1626 of the Florida Building Code, Building.
Tape and film were used to seal against air leakage during cyclic pressure loading. In our opinion, the tape and film did not influence the results of the test.
Report No.: 1996.01-106-11 Report Date: 9/19/2019
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A copy of this report, detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by Molimo, LLC for the entire test record retention period. At the end of this retention period, the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This test report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written permission of Molimo, LLC. For MOLIMO, LLC: Joe Enriquez Michael D. Stremmel, P.E. Project Manager Senior Project Engineer MDS:jld Attachments (pages): This report is complete only when all attachments listed are included.
