Search results with tag "Iapmoes"
Number: 346 - iapmoes.org
www.iapmoes.orgNumber: 346 Originally Issued: 01/16/2015 Revised: 03/01/2018 Valid Through: 02/28/2019 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with
Number: 524 - iapmoes.org
www.iapmoes.orgNumber: 524 Originally Issued: 09/01/2017 Revised: 09/27/2018 Valid Through: 09/30/2019 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with
Number: 192 - iapmoes.org
www.iapmoes.org3.2.2 Wood Members : Wood side and main members shall consist of sawn lumber species or species combinations with a specific gravity of 0.42 to 0.55 or structural composite lumber (e.g. LVL, PSL and L) having a minimum 0.8E LS
Number: 298 - iapmoes.org
www.iapmoes.orgNumber: 298 Originally Issued: 10/24/2013 Revised: 10/27/2017 Valid Through: 10/31/2018 Page 2 of 4 If any of the above-mentioned conditions are
Number: 199 - iapmoes.org
www.iapmoes.orgNumber: 199 Originally Issued: 10/08/2010 Revised: 09/27/2017 Valid Through: 09/30/2018 Page 2 of 19 is applie d on the interior glass surface of the IGU.
Number: 102 - iapmoes.org
www.iapmoes.orgNumber: 102 Originally Issued: 07/01/2009 Revised: 07/31/2018 Valid Through: 07/31/2019 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with
Number: 265 - iapmoes.org
www.iapmoes.orgFor installations in fully grouted concrete masonry construction, anchors are permitted to resist dead, live, wind, and earthquake load applications.
Number: 417 - iapmoes.org
www.iapmoes.orgNumber: 417 Originally Issued: 12/21/2015 Revised: 12/20/2017 Valid Through: 12/31/2018 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with
Number: 329 - iapmoes.org
www.iapmoes.org1. dDiaphragm deflections shallnot exceed the permitted relative deflections of walls between the diaphragm level and the floor below. 2. …
Number: 112 - iapmoes.org
www.iapmoes.orgWood members with which the connectors are used shall be either sawn lumber or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent