Loading...
Building Comments 2.pdf0 est. ig90 DATE: July 28, 2008 Ci!y of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 TO: Brian Michel 18116 James Street Snohomish, WA 98296 FROM: Ann Bullis, Building Official RE: Plan Check # 2008-0409 Project: Ashby -Michel Deck/Stair Project Address: 120 9t' Ave N During re -review of the plans for the above noted project, it was found that not enough information was provided so a complete plan review could be done. The following information, clarifications or changes are needed. Provide written responses to each comment and where changes can be found on the plans. Please resubmit revised plans to Theresa Umbaugh, Permit Coordinator. 1. Clearly show and label the area of work under this permit on the site plan. A new site plan was provided but this information was still not shown. Now it appears you will be changing the existing deck and stairs to meet setback requirements. Clearly show and label the portions of the structures to be removed and the locations of the new construction. 2. Include the construction of the stairs in the scope of work. This was not done. Also, since the portions of the deck and stairs will be removed and new stairs built, include this information as well. 3. On the framing plans, please show the following: This information must be shown on the framing plan for the deck and stair specific to your projects. Your deck framing does match the City examples in the handout: a. Specific location and size of each footing. Not shown b. Specific location and size of each post, and note whether wood or steel (please note that steel posts are not conventional construction and if used the design must be stamped and signed by a State licensed Professional Engineer). Not shown c. Specific location of all beams, including size and species (such as Hem -Fir #2). d. Dimension the beam span between each post. Not shown c. Specify all fasteners and connectors, such as post -to -footing, post -to -beam, joist hangers, stair stringer and landing connections, stairs to deck structure, etc. Not shown f. Specific location and size of the deck ledger, what it will be attached to, and how it will be attached. This will be checked when all framing information is provided as requested. g. Deck surface material (if plywood decking is used it must be exterior grade). Not shown h. Stairway and landing framing member size, length and spacing, and show how landings are supported with posts and footings. Unfortunately a portion of the stair detail was missing (appears to be ripped offj. Make sure 36" landings are provided at the top and bottom of the stairways i. Show how deck is supported at carport area. Not shown j . What is meant by the dashed line at the carport/stair area? What is the framing at the 5'x16' deck area? Not addressed 4. Provide bean: calculations. Not shown 5. All wood must be pressure treated or naturally resistant to decay. Will be checked when all framing information is provided as noted above. 6. Where a post supports the deck as well as the roof above, provide a detail to show the load path to the footings, including framing members, connections and fasteners. Not shown — must be specific to the deck you are building n detail showing specifically how the new guardrail will be 7. Provide a guardrail constructio constructed, including size and type of framing members, spacing of intermediate rails, height of guardrail, and attachment of the guardrail to the deck structure. The guardrail must be capable of resisting 200 lbslsf (single concentrated load applied at any point along the top rad) and infill components must be capable of resisting 50 lbslsf. Not addressed — existing and new guardrails must meet these requirements. 8. Provide a guardrail and handrail construction detail for the stairways. They must meet the same load requirements as noted in #6 above. Still need to show construction detail and nail/serew attachment of the members to meet load requirements noted in #7 above. Page 2 of 2