2902 RUCKER AVE 2022-01-25 - Laserfiche WebLink

• Mr.John Bierly Wing Point Associates Plan Check Number: B2003-043, First Building Review May 14, 2020 approved to perform work without special inspections. The General Structural Notes on Sheet S2.4 should be revised to list work being performed by approved fabricators. Work not being performed by approved fabricators should be added to the list of special inspections. See IBC Sections 1704.2.5, 1704.2.5.1, and Section 1704.5 Items 1 and 2. Special inspection notes regarding steel fabricators have been added to the General Structural Notes. 3. The extent of the Deck Framing Plan on Sheet S2.4 does not appear consistent with the Roof Plan on Sheet A-6. The areas are approximately 384 SF versus 460 SF, respectively. The Roof Plan deck extends south of the Penthouse. The design should be revised. See IBC Section 107.2.1.The deck framing plan has been removed from both the structural and architectural drawings in the latest revisions for the project. Foundation System: 4. General Structural Note 18 on Sheet S1.1 appears to indicate a geotechnical report was prepared for the project. The report should be submitted for review. See IBC Section. No geotechnical report is available for the project. Note 18 on S1.1 has been updated. Gravity System: 5. The Roof Framing Plan on Sheet S2.4 appears to include the substantial addition of new framing. The intent of the work should be clarified. Additional comments may be pending. See IBC Section 107.2.1.The original intent was to stiffen the roof to exceed code requirements, but this work was removed from the project. Only framing required at existing openings,and where roof deflections exceed code requirements remain.A plan note has been added on S2.4 to address this. 6. The project appears to include the addition of mechanical units on the roof. The Roof Framing Plan on Sheet S2.4 should indicate the approximate location, footprint, and weight of the units. The design values considered in the structural calculations should be provided when the actual values are not known. See IBC Sections 107.2.1 and 1603.1.8. Mechanical roof top units have been added to the roof plan with their corresponding weights. Roof calculations for these units have been provided in the supplemental package. 7. The project includes four car-stacking units at the Upper Floor Plan per Sheet S2.3. The following comments should be addressed: a. The weight of this units should be stated in the drawings. The design values considered in the structural calculations should be provided when the actual values are not known. See IBC Sections 107.2.1 and 1603.1.8. Design loads for lift capacity and weight have been added to S2.3.These values are also found in the original submitted structural calculations. b. The project includes four car-stacking units at the Upper Floor Plan per Sheet 52.3. The plan appears to indicate pairs of columns at some but not all corners of the stacking systems. Details 3/S5.0, 4/S5.0, and 8/S5.0 do not appear to consider this dual-column O3200 Cedar Street 0 425.257.8810 O everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 7 of 9