5316 ROCKEFELLER AVE 2025-03-10 - Laserfiche WebLink

ARCHITECTURE STUDIO of EVERETT 615 35TH STREET - EVERETT WA 98201 206 931 0990 GARIN@ARCHSTUDIOEVERETT.COM a. Foundation details specifying the height,width,thickness. Foundation information is called out in general notes on plan sheets and in building sections. N'Ett b. Foundation anchor bolt requirements fau > N Q‘A Anchor bolt requirements can be found under shearwall notes on plan sheets, c. Typical wall framing details Wall framing information can be found under structural notes in note #8 on A0.0, note #5 on A2.0/A2.1, shearwall schedule, and framing detail on sheet A4.1. d. Framing details for the connections of the roof to the wall top plates Truss to wall plate called out using H1 clips per 1/A2.1. (el, Framing details for the second floor framing to walls See structural notes#8 and #9 on sheet A0.0. () Out-of-plan support of the east wall under the end truss I'm not sure I fully understand what you are referencing. I will follow up with a specific inquiry. g. Outriggers for the cantilever roof sheathing at the roof rake edge Outrigger information add to building section. 8. A schedule of framing fasteners should be included in the drawings per IRC Table R602.3(1). Framing fastener requirements added to shearwall schedule on floor plan sheets A2.0 and A2.1 6, The location of braced wall panels are not shown per IRC Section R106.1.3. Note that it is not clear if the " size, location, and spacing of the walls complies with the braced wall requirements of Section R602.10. Size, location,and spacing of WSP braced walls have been added to floor plans with reference to shearwall schedule. 7. The proposed project includes modification of the existing building around the original stairway. Framing modifications should be specified. New guards are required. The existing stair will be removed and replaced with a new wood framed stair that terminates at the same location/header at the second level. Existing floor structure to remain in this location and along west side of existing opening. 8. Details for the construction of the guards and their connections to the supporting framing should be included and designed to support a minimum 200-pund lateral load per IRC Table R301.5. New guards to be constructed per shearwall specs except for decorative stair railing, which has received structural analysis (included with the resubmitted drawings). 9. Details for the stair construction are incomplete. The size and spacing of the stringers should be specified. Stair stringer specifications added to sheet A2.0. 2