1918 WALL ST 2018-01-02 MF Import

International BOARD OF DIRECTORS PRESIDENT JACK S. ATKINS. P.E. BUILDING OFFICIAL DEVELOPMENT SERVICES DIRECTOR PLACERVILLE. CALIFOW'IA FIRST VICE-PRESIDENT JOHN E. MAULDNG, P.E. BUILDING OFFICIAL LANCASTER. CALIFORNIA SECOND VICE PRESIDENT DAVID A. BASSETT. P.E. BUILDING SAFETY DIPECTOR MEDFORO.OREGON IMMEDIATE PAST PRESIDENT H. T. "TED" WIEDENMAY, P.E. DIRECTOR DEPARTMENT OF BUILDNG DES MONES. IOWA CHARLES CLAWSON DIRECTOR OF COMMUN'TY DEVELOPMENT ARLINGTON, TEXAS SOL J. JACOBS. P.E. DIRECTOR OF INSPECTIONS MINNEAPOLIS, MINNESOTA WILLIAM J. JUSTEN. P.E. DIRECTOR DEPARTMENT OF CONSTRUCTION AND LAND USE SEATTLE, WASHINGTON DONALD T. MACRAE, P.E. STATE BUILDNG COMMISSIONER STATE OF NDIANA ADMNISTFATIVE BUILDING COUNCIL INDIANAPOLIS. INDIANA MICHAEL J. NOLTE SUPERINTENDENT OF BUILDING INSPECTION EUGENE, OREGON J= �j Conferer- REGIONALOFFICE: 17544 MIDVALE February 3, 1984 Larry Callahan Building Director City Hall 3002 Wetmorr- Everett, WA 98201 e'of Building Officials N., SUITE 304 • SEATTLE, WASHINGTON 98133 Plan Check 1328 Project: Snohomish County Detention Center Dear Mr. Callahan: —� OFFICES OF JERRY J. BARBERA. P.E. REGIONAL MANAGER FRANK S. NATSUHARA, P.E. REGIONAL ENGINEER I have reviewed the calculations and sketches that were submitted to me January 25, 1984 at the meeting with you, Mr. Budden, and Mr. Frits of your office and Mr. Tim White and Mr. John Plimley of IIWMFL-P.S.11 Architects and Engineers. The calculations ad- dressed Structural Continents No. 13, 14, 17, 19 and 25 of my original letter to Mr. Byron Backstrom dated Ausgust 24, 1983. I am satisfied with the submitted calculations except for a point in design concept in connection with Comment No. 17(c) and 17(d), which includes the combined load design of footings under the shear walls located at the elevators between Grid Lines 6 through 9. MARKDIRECTORAN I believe that all participating elements of the foundation BUILDING SERVICES system should be included in the design for forces frum the BBU;UDINNGFSE VICES5 Y 9 WILLIAM E. SCHLECHT west or from the east. An omission of all element in one dir- MANAGER,BUILDING. PLANNING ection because it is not necessary for stability 1n that direc- AND ZONING DIVISION VANCOUVER. WASHINGTON tion should not be allowed unless it is shown to withstand DAVIDR.SCOTT.P.E. safely the induced loads due to the resulting deformation. If DIRECTOR it cannot and fails, the element would not be available to sus - DEPARTMENT OF tain the load in the other direction where it is a necessary TEMPE. ARIZONA element for the stability of the system. The design omits RONALD R. TREMBLAY Columns 6B and 9B for forces west to east. And Columns 6C and CHIEF BUILDING AND ZONING INSPECTOR 9C for forces east to west. SALNA. KANSAS CHARLES W. VOLZ. A.I.A. CHIEF BUILDING OFFICIAL In a phone conversation with John Plimley of WMFL on February DIVIS ON OF CODE ICALBUQU RQUE NEW MEXICO MVIISTRATION 3, 1984, he has stated that the design will be adjusted to com- STANLEY WHEELER ply. I will gladly review their design oil this matter as well CHIEF BUILDING INSPECTOR as the other items where compliance was declared but no design LIVERMORE. CALIFORNIA or details were provided, when they are submitted to you. Mr. EERINEJ. NENT. BUILDING Plimley indicated that changes will be processed properly SUPERINTENDENT. BUILDING Y 9 P P P Y AND SAFETY through their client thence to you; not through ICBO. LONG BEACH. CALIFORNIA EXECUTIVE DIRECTOR JAMESE.BIHR.RE. Main Office: 5360 South Workman Mill Road • Whittier, California90601 • (213)699.0541