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20070614153200.pdfCity of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION Est. i 9 (425) 771-0220 DATE: June 14, 2007 TO: Viking Properties, LLC Attn: Ted Coleman vikingproperties@aol.com FROM: Jenny Readwin, Plans Ex4, 111� RE: Plan Check # 2007-0500 Project: New SFR Project Address: 10206 244" Street SW During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised plans/documents (affected sheets only) with a written response to each of the items below to a Permit Coordinator. 1) Please add footing drain information to the foundation details. See attached sample. 2) See attached structural comments from city consultant. Respond to each item in writing. Eagle Eye Consulting Engineers, P.S. PO Box 523 Olalla, WA 98359 hoytjeter@centurytel.net 360 874 0562 Fax 360 874 0591 To: Marie Harrison 121 5th Avenue N Edmonds, WA 98020 Re: Viking Properties Date: May 17, 2007 10206 244th St SW Edmonds, WA 98020 Plan Review # 2007-0500 EECE # EDM 07-16 The above referenced project is in the process of plan review for compliance with Edmonds ordinances and applicable codes. The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. SCOPE OF REVIEW The scope of this review is for the Structural requirements of this project. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. STRUCTURAL COMMENTS General M.` �'� ". _ ..` Stated Area S.F. 1190 1450 ki 2640 387 3027 33 3060 The above referenced project is in the process of plan review for compliance with Edmonds ordinances and applicable codes. The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. SCOPE OF REVIEW The scope of this review is for the Structural requirements of this project. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. STRUCTURAL COMMENTS General M.` �'� ". _ ..` Page 2 of 3 EECE#: EDM 07-16 Viking Properties 1. EOR ( engineer of record); stamp on the drawings appear to have expired. Please add current stamp without the expirations date. (The website state his license has not expired but for the permit the current stamp shall be used) 2. AOR, (Architect of record), please clarify the design analysis title for beam 14 for 3rd car garage door. I was unable to cross reference this to the plan. Please clarify the locations. 3. AOR, please provide analysis for the double stud supporting the 5-112X9 at the family room window. The reaction is 5.12 kips. Sheet 3 DETAILS: 4. Detail 2, 3 and 4; please note the reinforcement steel shall have a standard 90 degree hook into the footing. The drawings show straight bar embedment. 5. Detail 5: EOR, please specify the required connection of the joist to the supporting beam. This is required to support the compression zone for the beam under bending. I was unable to find where this was specified on the drawings. Sheet 4 ROOF FRAMING PLAN/FOUNDATION PLAN: 6. EOR, please specify the required connections of the (2) floor joist to the supporting double floor joist. This are in the same plane and a hanger is required for this connections. Please add this to the drawings. ( The fireplace support area) 7. The design analysis submitted for the footing in the garage required 4 44 but the drawings state 3 #4. Please modify accordingly. Sheet 5 UPPER FLOOR PLAN/MAIN FLOOR PLAN: 8. EOR; Please provide a detail for the shear wall SW2 at the entry for load transfer to the wall below. At the foyer there is an opening and it appears there is not enough shear walls below to transfer the lateral shear force. The analysis appears not to have addressed this. Please clarify on the response. 9. EOR, please provide a detail for the support of the 5-118X13-1/2 beam framing into the 4x6 post at the dining room. There is also a 4x10 framing into this area. 10. EOR; please specify the required hanger to support the 2x10 FJ being supported by the 5-1/8X21 GLB. All I was able to find noted on the drawings was "W hanger one side" but not the one required. 11. EOR, please specify the required post to beam connections at the Glu -lam beams specified on the drawings. 12. EOR, please specify the required connections of the 7X9-112 PSL to the girder beano (5-118X21) supporting the shear wall at bedroom 2. 13. EOR, please specify the required connections of the 7X9-112 PSL to the garage beam (5-118X13.5). Sheet S-1 STRUCTURAL DETAILS: 14. EOR, please sign the sheet with your stamp on it. A signature is required with the stamp. Additional corrections may be required following receipt of corrections and additional information as requested. Your plans are being reviewed concurrently with the Building Department, Fire Department, Zoning Department and Public Works Engineering. Changes, clarifications or additional corrections may be required subsequent to the Building Department plan review when comments are received from the other concerned departments. Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (360) 874- 0562 between 8:00 am. and 5:00 p.m. By: Hoyt Jeter, P.E. President Foundation Drainage -Examples Footing drains are required for concrete or masonry foundation walls that retain earth and enclose habitable or useaOle space located below grade - IRC 405.1 Grade shall slope away from 6" minimum wood - foundation walls minimum 6 earth separation inches within the first 10 feet zo Filter membrane 4" perforated drain pipe in washed gravel or crushed rock (minimum one sieve size larger than the opening or perforation)[ Habitable or useable space below grade MR= Footing drains are required for crawispaces if topography does not allow for minimum 6 inch slope away from the foundation wall within the first 10 feet - IRC 401.3 6" minimum wood - earth separation � L U1 Filter membrane _11111-11111 1 4" perforated drain pipe in washed gravel or crushed rock (minimum -one sieve size larger than the opening or perforation) vsd -4W Crawlspace 011111 ATTACHMENT C1'.