1708 25TH ST A B 2023-04-07 - Laserfiche WebLink

• • a. Special Reinforced Concrete Shear Walls used for lateral resistance are required to adhere to the special design and detailing requirements in ACI 318-14 Sec 18.7. Requirements such as minimum column dimensions, tie spacing, shear capacity of the column do not appear to meeting these criteria as shown on Details 1A and 2A on Sheet 3 of the permit drawings. Please provide permit calculations consistent with the requirements for detailing and lateral loading of the lateral forces. b. The revised permit calculation package do not contain analyses for the glulam beams in question for loading condition of gravity loading, the applied overturning force couple from the wood shear walls, and load delivery as a drag strut to the special concrete shear walls. Please refer to IBC 1605.1 and ASCE 7-10 Sec 12.3.3.3. 25.This comment has not been completely addressed. The previous response needs to be transferred to the contract documents. Please identify these locations on the drawings or provide a means for the contractor or builder to obtain these loads/capacities in order to determine where this condition occurs on the project. IBC 107.2.1 and 1603.1.8. 26.This comment has been addressed. 27.This comment has not been completely addressed. From the previous response, it appears to imply that the common/party wall on Sheet 8 is not a wood shear wall. Please confirm as it appears from Sheet 5 of the construction drawings that the common wall has a SW-1 designation. Please clarify if sheathing is required to maintain continuity and if not, please describe the load path to accommodate the shear transfer from the roof diaphragm to wall. In order for the processing of your application to continue, it will be necessary to provide the Building Division with two new sets of revised construction documents reflecting the corrections requested. Please include a response letter which indicates how the corrections were resolved. All codes cited refer to the 2015 International Building Code (IBC), 2015 International Existing Building Code (IEBC), the 2015 International Fire Code (IFC), the 2015 International Mechanical Code (IMC), and/or the 2015 Washington State Energy Code (WSEC), as amended by the State of Washington and adopted by the City of Everett. The current IBC referenced standard for accessible design is the 2009 "Accessible and Usable Buildings and Facilities" (ICC/ANSI A117.1). Federal ADA regulations and standards may be more restrictive. O 3002 Wetmore Ave. © 425.257.8800 • everettpw@everettwa.gov Everett, WA 98201 425.257.8882 fax everettwa.gov