3813 RUCKER AVE 2016-01-01 MF Import

�i ,Soils below these valves will require recommendation of professional engineer or will � e quire the installatlon of 50% more anchors. III.Testtng Procedures: Each anchor or component shall be fndependently tested by an agency recogn(zed by tlii; authority. The force requ(red shall be 4,750 Ibs. then on to a 10% overload. Failure of any an chor or component or any part thereof which occurs during the �os: for approval will requ(rc the anchor or component to be redes(gned with correspondfng detailed drawings anc speclficatlons. Submittal to this authorlty for re•testing shall occur before additional tests arc to be conducted. Anchor destruct test report must show polnt of faifure, fallure mode anc description, and method of testing. The tension test should s(mulate the components end usc and must be tested with strap or cable attached to the tension devlce. A . Laboratory Test: 1.Tested to required strength and then to a 10% overload. 2. Test shall be conducted wfth the use of a baldwin press or equivalent. 3. The testing laboratory shall furnish evidence of cailb�atlon of equ(pment current within six months. 4. Force required for all tests shall be applied in ten second Intervals at 500 Ib, in crements. The test should continue to a 10% overload. B . Field Testing: Field testing shall be conducted by the same ag�ancy to determine the hoidfnE capacity of the anchor. The report should indicate: model tested as described b� the engineered drawings, method of Installation, date of installatlon, date of pul� out test, soll proflle as described hereln, locatlon of field test, testing equlpment used, polnt and mode of test feilure, and direction or degree of test pull. An in dlvidual teat must be performed In each soli class for which the anchor (s seekin� Iisting and approval. Soil classifications are listed herein. Fa(lure wlll be descrfbec as any result less than 4,750 Ibs, of force or 2" of uplift or 3" of side deflectlon. IV.�uality Control and Assurance 1. Each anchor or component manufacturer/producer shall furnish to this authorit� a written detailed descrfptlon of the Quality Control program and proceduros. In cluding in the quality assurance program, the menufacturer should address the areas of materlal compllance and dimenslonal adherence to the engineerec drawings, traceability of Incoming raw materials, control of manufacturinE methods, random and Indivldual inspectlon of finished goods, and perlodic testing to assure 95%•98% compllance to applicable standards. 2. Model numbers shall be permanently marked on the top of each anchor so It I: readily visible after installatlon of the product. Components must be vfsibl� marked as well. Steel strapping shall be Indelibly marked every 12" as doscribec herein. 3.The anchor manufacturer shall furn(sh and ship with each anchor or group ot common style anchors the appropriate information with respect to certified soi classifications for the product, This information should include recommendec Installation procedures. 4. Any r�aterial change from the engineered drawings (metal sizes, welding altera• tions, coatings, etc.) will nuillfy ail approvals. New submittal will be requirec following all changes. , 5. In•House sample testing of at least three anchors and components shall be con ducted at monthly fntervals. A copy of the monthly results should be mailed tc this author(ty and should follow the "Laboratory Testing" format as explainec hereln. The samples selected shall be of random nature and must avoid � systematic selectlon procedure. ,. �vec/c %i�o%rxs September 10, 1992 Ms. Kathy Decandia 341 Eli�abeth, NE Monroe, Washington 98272 RE: Ovmer: Job Address: Plan Check No: Dear Ms. Decandia: Kathy i�e: andia 3813 R.ucker Avenue, �/4 37833 In response W your application for a conswction �ermit, your plans have bcen examined and you are advised that the �ssuance of a permit is bemg N•ithhelci for ihe reasons listed below. These comments address building issues only, additional revisions or additions may be required by other departments (such as Utili6es, Planuing or Fire). All references refer to the 1988 Uniform Build�ng Code and/or Washington Sta�e Energy Code unless stated otherwisc. 1. Please revise your building plans to include: the information highlighted on the attached espresso stand submittal checklist. Please be very specific about the propose�,i building componants. In order for the pracessing of your applica6on to wntinue, it wilt be necessary to provide the Building Department with two complete new sets of drawings teflecting the corrocuons tequested. Upon re-submittal of the drewings, your application will be given priority anJ plan review rocommencx. All required submittals shall be of sufficient detail and conGvn sufficient informadon to ensure that the proposed structure will be constructed in compliance with all adopted codes. Since � . McF l Associate Enginear/Building ISM:q/pYect-S CITY OF EVERETT• 3200 Cedar Street • Everett, WA 98201 •(206) 259-8600 • Fax (206) 259-8882