3628 UPLAND AVE 2016-01-01 MF Import

� N ry.: '.:,;: � � - PUBL/C N/O/'�KS �� .p�� ,.� ti � Da�,d ri'?�l,p � October 29, 1997 David Sharp 7312 59th Place NE Marysville WA 98270 Subject Owner. Sharp Building Corporation Job Address: 3628 Upland Avenue Plan Check No.: 56795 Dear Mr. Sh:irp: In response to the revision as submitted to your existing conscruction permit, your plans have been examined and you are advised that the permit is beina withhel� for the reasons listed below. These comments address building issues only, additional revisions ur additions may be required by other departments (such as Utilitics, Planning or Fire). All references refer to the I994 Uniform Building Code, as amended by the Statc of Washington and/or Washington State Energy Code 1995 Edition, unless stated otherwisc. In order for the processing of your application to continue, it will be necessary to provide the Building Div�sion with two copies of revisions retlecting necessary corrections. L Walls with unbalanced backfill exceeding 3'-6" and basement walls over 8'•0" tall are required to be designed by a licenscd Washington State structural engineer. 2. The engineering provided does not match the specifications shown on the plans. Provide lateral analysis prepared by a licensed Washinaron State structural engineer. Reference location of hold downs and shcar walls as specitied in engincering analysis on drawing set. If analysis prcpamd by enginecr is for only a portion of the building, the rest of the building is required to have all braced wall panels cleady marked. (2326.113 UBC) 3. Specify anchor bolt size nnd spacing at retaining conditions. 4. Providc tempered glass at required hazardous locations. (2406.4 UBC) 5. Provide a scction of thc brick venecr including toundation support and dimensions. Show the following: a. A I" airspace betwccn thc veneer and backing, 15H fclt and minimum No. 9 gauge approved typc nomcorrosive ties at 1 for each 2 squarc fcet of wall surface. Weep holes at thc lo�vest coursc. (1403.6.4.2.1) b. A maximum stud spacing of 16" on center for the wall anchuring th� brick veneer. (1 d03.6.4.2) c. A s��nno�e, other than wood, for the veneer over the garage door, windows and other doors. Show tLe lintel size. (2316.1) d. Consuuction of the brick column. Frovide reinforced conswction unless it is designed as u vcnccr occr a structural column. CITY OF EVERETT• 3200 Cedar Street • Everetl.WA 98201 •(425) 257-8800 • Fax (425) 257-8856