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13005177
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Last modified
8/6/2025 8:00:18 PM
Creation date
8/6/2025 11:39:02 AM
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Permits
Permit Address
23017 AIRPORT RD NE
Permit City
Aurora
Permit Number
555-20-004737-STR
Parcel Number
041W02D 00500
Permit Type
Structural
Extra Information
Alternate Material(s) and/or Method(s)
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Arun Faegre,ALA,PE 520 SW Yamhill Street Portland Oregon 97204 (503)222-2546 FAXi222-6529 faegre�,�emthlinknet <br /> Alternative Methods Appeal for Blue Gate <br /> .Hangar 2, Aurora Airport <br /> te <br /> January 20, 2021 / A' ' ' - far <br /> Code Section for which alternative method being proposed: <br /> 707 Fire Barriers. A 3-hour fire barrier is being used to separate this hangar into two sections. The <br /> existing drawings called for a metal stud wall using GA File No. WP 2751. This alternative methods <br /> request is to request revision of this to a different system that would fit better with the existing metal <br /> building wall provided by the manufacturer,for which there already are provided horizontal metal <br /> girts between steel columns as the base structure,with diagonal lateral brace rod through the girts. <br /> Proposed Design: <br /> We would like to change the 3-hour fire barrier assembly from an 8" steel stud wall,to be UL Design <br /> U436. The center dividing wall of the Nucor building, at Bayline G, is already framed with 8" <br /> horizontal wall girts on 4'centers. Additionally this wall has 1-1/4"diameter X-bracing and two <br /> horizontal composite wide flange beams(SKP004)at the ridge. Space between these wide flanges is <br /> approximately 6". Nucor designed the Bayline G wall girts to support 18 psf of drywall and <br /> attachment materials. <br /> Using the U436 assembly does not modify or compromise original Nucor design. This assembly <br /> works for Baylines#1 to#2 and Baylines#3 to#4 from floor to underside of roofing(see Sketch#1). <br /> This assembly also works for Baylines#2 to#3 from floor to just underneath wide flanges SKPOO4 <br /> (see Sketch SK#2). We are proposing UL Des X514 to complete fire barrier at ridge. <br /> The U436 design calls for 1-5/8"25-gauge steel studs on 24"centers. We arc proposing to substitute <br /> 150F125-43 hat channels on each side of existing 8" wall gins with two#10 teks at each girt. <br /> Structural properties of the 1-1/2" 18-gauge hat channels are equivalent or superior to the 1-5/8" 25- <br /> gauge steel studs(see supporting specification sheets. <br /> Describe Reason for Alternative: <br /> This provides a solution that works with the existing metal building structure. It also ensures that the <br /> X-bracing is contained within the fire protection,which is an added improvement over the original <br /> design. <br /> Describe Why,How,etc.the Proposed Alternative is Equivalent and Meets the Intent of the Code in <br /> Terms of"Strength, Effectiveness, Fire Resistance, Durability. Health,and Safety": <br /> This alternative uses standard UL established systems for gaining the 3-hour rating while also <br /> containing the X-bracing within the fire enclosure, which is an added improvement over the original <br /> design. <br />
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