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STRUCTURAL SOLUTIONS, P.A. <br /> Structural Engineering • Investigations • Consulting <br /> GARAGE DOOR STATIC PRESSURE TEST REPORT <br /> Garage Door No.: IRC-6016 120 Test Dates:1 11/7/2002, 5/25/2005 Project No.: 105 -035 <br /> Design Pressures: +21.8 psi 24.8 pd Report Date: 8/18/2005 <br /> Test Pressures: +32.7 pd, - 37.2 pd Test Location: Amarr Garage Doors, Kernersvil e, NC <br /> ASCE 7 - 98/02 Criteria: 120 mph, Exposure I, 30 Mean Roof Height, 5' in Edge Strip <br /> Witnessed By Danny Joyner - Amarr Garage Doors; Thomas L, Shelmerdine, PE - Structural Solutions, P.A. <br /> Description of Test Specimen: <br /> A 16' -0" wide x 7 high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" <br /> inches thick by 21` high galvanized steel sheet. The door sections were connected together with one (1) 14 gauge galvanized steel end <br /> hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at three ofthe interior stiles as shown on the drawing. Garage <br /> door Model No. 600 manufactured by Amarr Garage Doors was used in the test. The test units are further described on drawing IRC- <br /> 6016- 120 -15. The sections were reinforced as follows: November 7, 2002 Test: The bottom three sections were reinforced with two <br /> (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section; the top section was rca tweed with one (1) 3" x20 <br /> gauge galvanized steel strut looted at the center of the section; May 25, 2005 Test: Each section was reinforced with two (2) 3" x 20 <br /> gauge galvanized steel struts located at the top and bottom of each section. The top section contained long panel glazing. <br /> Manner of Testing: <br /> The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA <br /> 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural PerfornumceUnder Uniform Static Air Pressure <br /> Difference ", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by <br /> Uniform Static Air Pressure Difference". Bath positive and negative pressures were tested. <br /> The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was flamed with shop <br /> welded steel angles and covered with 3/4' thick plywood. The door was covered with plastic sheeting to prevent leakage ofair pressure. <br /> At one end of the enclosure, a " Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct <br /> fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. <br /> Test Pr+oc dure• <br /> The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face ofthe <br /> door first, and then negative pressure was applied. <br /> Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. <br /> Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. <br /> Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. <br /> Step 6: Repeat I through 5 above for negative pressure. <br /> Observations: <br /> No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. <br /> The 16' x 7' Model 600 as described on Drawing IRC- 6016 - 120 -15 meets or exceeds the testing criteria as described above. By <br /> comparison ison to the construction of the 16' x 7' Model 600, the following doors also meet or exceed the above testing criteria, when <br /> constructed in accordance with Drawing IRC -6016- 120 -15: <br /> • 16' x T Model 950 doors (which are constructed of thicker 24 gauge steed in lieu of 25 gauge steel) <br /> • 10' to 16' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14' -0" <br /> • 16' x 7' Model 950 glazed long panel doors (which are constructed ofdrick r 24 gauge steel in lieu of 25 gauge steel) <br /> • 15'-6" i, _ ' -0' wide Model 600, 650 and 950 glazed long panel doors with heights of 6'-6" through 14' -0" <br /> Subnu , . A , � i ' <br /> .•/ F; '`:..." •" ice '♦ <br /> ; ':Y ip <br /> STR +lam'! P,i. <br /> '1 #0048579) <br /> ds' • `' Frieniartkitue • Greensboro, North Carolina 27410 • (336) 856 - 2686 • Fax (336) 856 -2687 <br />