2715 MAPLE ST A & B 2024-01-08 - Laserfiche WebLink

Mr. Ismail Mohammad 2713 Maple Street, LLC Plan Check Number: B2101-051, Third Building Review April 22, 2022 General This comment has not been completely addressed. The construction drawings do not provide complete structural drawings showing all work to be performed. The drawings should clearly delineate between existing and new work using established drafting standards. All demolition should be shown on the existing floor plans. All new construction should be shown on the new floor plan. Where the proposed project includes modifications existing building components (e.g., gypsum wall board, insulation, etc.), these components should be similarly delineated from existing component that are not being altered. The structural design should not reference the record drawings for the current work. See IRC Section R106.1.1 and additional structural comments below. Additional Comments: 5. Continuing with General Comment 1, the Existing Plans on Sheet A1.3 appear intended to show the required demolition of the existing structural. The proposed work includes demolition of portions of the existing exterior walls. All demolition work should be shown. See Section R106.1.1. 6. Excerpts from the original construction drawings for the building have been included on Sheets A1.1 and A1.2. The sheets should be removed from the drawing set or marked as "For Reference Only — Not For Construction". The structural design should not reference the record drawings for the current work or otherwise use them in lieu of specifying the required information to perform the current project. Information provided in these drawings was not developed using the current codes. In addition, the scaling and quality of the drawings renders them partially illegible. See Section R106.1.1. 7. Changes to the drawings have been indicated in red text. All drawing work should be show using black text. Changes may be clouded for clarity. Architectural 9. Detail 6/A6 showing a cable -guard has been added. The following comments should be addressed: a. The proposed locations for the guard are not clear and should be specified in the plans. See Section R106.1.1. b. The details specify a larger sphere than allowed per Section R312.1.3. In addition, the cables are prone to splaying at the midpoints. Cables should specify a maximum spacing of 3 inches and also specify that they are installed with sufficient tension to prevent passage of a 4-inch sphere at their midpoints. c. The detail should specify that the guards and their base connections be designed for a minimum 200-pound load in any direction. See Table R301.5. d. Sheet A0.0 should include a section titled "Deferred Submittals" and list the guards. The section should include a note requiring the guard design to be submitted to the engineer -of - record for review and approval prior to construction. See Section R301.1.3, and IBC Section R107.3.4.1. 3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov Everett, WA 98201 425.257.8857 fax everettwa.gov/permits Page 2 of 5