2902 36TH ST 2018-01-01 MF Import

JOHN H . FARRENS , JR . , • f, RCHITECT 8726 202nd STREET 5 W . , EDA10tJDS , lNr`�. SFIIMGTOPI 9 �' 020 • � 205 ) i74 - 1965 January 19. 1975 J Jamie Johnson, InspecCion Supervisor �� Everett Inspc_ction Department �I City Hall � Everett, Flashington !R@.ference: Refuse Transfer Station 2910 - 36th Street Ever�tt, Wash. Type IV-N, Group r, Fire Zone (?) (2 or 3) Dear Samie: Tlie drawings for the referenced project cahich caere submitt�d for a building J permit have been reviewed for compliance �aith rhe U.B.C. , i.973 Edition, and the following items need correction: � 1. Complete construction drawing should be submitted. 2. Complete drawings and calculations shall be submitted for the metal building. 3. Dracaings refer to compliaiice with local codes. It is incumbent upon the contractor to submit drawings which show how Ite proposes to comply with t:�e code. 4. frDracaings state the building complies with the Southern I3uilding Code. � The building shall comply with the *Jniform Building Code, 1973 Edition, including seismic zone 3. ' 5. Drawings state that retaining walls aze designed for dry earth only. In that area, wails shall be designed for eaet earth below the ��ater table� unless borings are made in the wet season to shoca that the maximwn water table is helow all construction. 6. The dracaings shocr foundations to be based upon /F�000 p.s.f, beeiring. This does not exist in the area. Attachments to the drawings indicate that piling has been driven, however t'.here are no drataings to show the location of the piling or the structural syste^.i transferrir.g Che ].oad to the pilinn,s. Submission shall be made of pilings and grade beams. 7. The drawings state that found�tions do no� proyide £ot hozizontal lold from the metal bu3lding rigid frames. Dr�win�s shall sho�a how this load is resisted, especially the center column on the left of the plan which has a basement pier below it. The pier reinforcing does not appear to be suf- ficient for the applied moment.