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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961912
<br />TTH99-106
<br />T01
<br />Hip Girder
<br />2
<br />e2
<br />Job Reference (optional)
<br />Builders FirstSOUfce (Tampa, FL), I ampa, FL - 33564, d.bJU S Aug JU ZUZJ MI I eK mausines, Inc. I nu Vct Z6 1 f:UG:ZI ZUZJ Page Z
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />NOTES- (11)
<br />10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 158 lb up at 6-2-6, 125 lb down and 153 lb up at
<br />8-3-2, 125 lb down and 153 lb up at 10-3-2, 124 lb down and 153 lb up at 12-3-2, 124 lb down and 153 lb up at 14-3-2, 124 lb down and 153 lb up at 16-3-2, 124 lb
<br />down and 153 lb up at 18-3-2, 124 lb down and 153 lb up at 20-3-2, 124 lb down and 153 lb up at 21-6-0, 124 lb down and 153 lb up at 22-8-14, 124 lb down and 153 lb
<br />up at 24-8-14, 124 lb down and 153 lb up at 26-8-14, 124 lb down and 153 lb up at 28-8-14, 124 lb down and 153 lb up at 30-8-14, 125 lb down and 153 lb up at
<br />32-8-14, and 125 lb down and 153 lb up at 34-8-14, and 225 lb down and 372 lb up at 36-9-10 on top chord, and 141 lb down at 6-2-6, 56 lb down at 8-3-2, 56 lb down
<br />at 10-3-2, 56 lb down at 12-3-2, 56 lb down at 14-3-2, 56 lb down at 16-3-2, 56 lb down at 18-3-2, 56 lb down at 20-3-2, 56 lb down at 21-6-0, 56 lb down at 22-8-14,
<br />56 lb down at 24-8-14, 56 lb down at 26-8-14, 56 lb down at 28-8-14, 56 lb down at 30-8-14, 56 lb down at 32-8-14, and 56 lb down at 34-8-14, and 141 lb down at
<br />36-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
<br />11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of
<br />the building designer per ANSI TPI 1 as referenced by the building code."
<br />LOAD CASE(S) Standard
<br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-3=54, 3-9=-54, 9-11=54, 2-10=-20
<br />Concentrated Loads (lb)
<br />Vert: 3=-68(B) 9=-167(B) 20=88(B) 5=68(B) 17=-28(B) 16=-28(B) 6=-68(B) 15=28(B) 7=-68(B) 12=-88(B) 21=-68(B) 22=68(B) 23=68(B) 24=-68(B) 25=-68(B)
<br />27=-68(B) 28=-68(B) 30=-68(B) 31=68(1]1) 32=-68(B) 33=-68(B) 34=-68(B) 35=-28(B) 36=-28(B) 37=-28(B) 38=28(B) 39=-28(B) 40=-28(B) 41=-28(B) 42=-28(B)
<br />43=-28(B) 44=-28(B) 45=-28(B) 46=28(B)
<br />a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. ■
<br />Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek'
<br />a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
<br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
<br />is always required for stability and to prevent collapse with possible personal injury and ppropperty damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria and OSS-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.mm) 314.434.1200 / MTek-US.com
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