2408 39TH ST 2018-01-01 MF Import

� ,� PL/B�/� �V�/�KS �a''-=�;" June 19, 2003 Jack Shceler 8919 Eastview Avenue Everett, �l%A 98208 RE: Ovmer: Sheeler Job Address: 240Q 39'h Street Plan Check No: B030�-036 Dear NIr. Sheeler. I In response to your application for a construction permit, your plans have been examined and you are advised that the issuance of a permit is bein� withheld for the reasons listed below. These comments address building issues only. Additional revisions, or additiuns, may be required by other departmen�s (such as Utilities, Planning or Fire). All references refer to the 1997 Uniform Building Code, as amended by the State of Vb'ashington ancUor J✓ashingron State Ener�y Code, 2001 Edition, unless stated otherwise, In order for the pracessing ol'your npplication to continue, i.t will be necessary to provide the Building Division witli two complete new sets of drawings re[lecting the corrections requested. 1. As stated in the previous letter, the design bending moment for the posts cannot be WL�/g if there are no shear walls supporting thc roof diaphra�m. In other words, the po,ts would need to act as cantilevers fixed at the base subjected to a point load of FRF at me top and a uniforn wind load on the entire leroth. The design mcment would actually be [(FRF) (L) + (158) (L)"l2]12. Where FRr. _ (13.2) (6.6T (12). The resulhng desi�n moment (1E.33 K-FT.) would result in a bending stress to a raugh sawn 6 x 6 of 5.61 K5I which far exceeds the allowable. 2. The calculations will not be considered as part of the construction dacuments for this project. The revised connection detail must be clearly detailE:d in the Spane Building plan set. Include within the calculations a check of the 5/8" bolt t•o resist wind uplift. 3. The submitted revised calculations indicate usin� hem-fir select structural or DF �1 for the �irts. Based on F�,=1000 for DF #l, it would not compl}'. Species and grude must be indicated or. the construction documents. d. Species and grade for the pudins must be indicated on the construction documents. 5. Connection details must be included in the construc[ion documents (Spane Buildin�� plan set). Include the purlin to truss connection. � oEoirt��n�cn.�isrnuvueama;osms a:os;sn�sn�i /L CIT�- '��F E`IERETT• �200 Cadar Street • Everett. �VA 3E�01 • �3�5) 25-8200 • Fax (a25) _57-38�0