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P1 CLIP ( 2 EA. REV O) <br />PER DWG. A-5919 OR A-4898. <br />S1 CLIP (2 EA. REO'D) <br />PER DWG. A-4869 <br />ur LLbKIGAI IM- i <br />niMl C' ill ioc MINIMUM 2 REQ'D. <br />_E TURN -BACK <br />Ii <br />11 <br />I1 <br />�1 <br />u <br />(2) 2" SO. 1/4" THK. WASHERS <br />CABLE ATTACHMENT DET <br />SEE DETAIL FOR CABLE ATTACHMENT <br />1n <br />AF -L <br />5j <br />m Z <br />K <br />�M <br />Z <br />m�N <br />o <br />m <br />TABLE 2 <br />ANCHOR BOLT <br />QTY. <br />EMBEDMENT <br />CABLE 0 <br />CABLE HT. <br />P1 CLIP <br />S1 CLIP <br />FOUNDATION <br />3/4" HILTI HIT -RE 500 -SD <br />4 <br />6"Z <br />l/4" <br />24" <br />A-5919 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SO <br />4 <br />6"1 <br />1/4" <br />24" <br />A-5919 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SD <br />4 <br />6"Z <br />1/4" <br />24" <br />A-5919 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SD <br />4 <br />6"Z <br />1/4" <br />24" <br />A-5919 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SO <br />4 <br />6" Z <br />1/4" <br />42" <br />A-4898 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SO <br />4 <br />6" S <br />1/4" <br />42" <br />A-4898 <br />A-4869 <br />B-5921 <br />3/4" HILTI HIT -RE 500 -SO <br />4 <br />6"Z <br />1/4" <br />42" <br />A-4898 <br />A-4869 <br />B-5921 <br />/A" W11 T1 WIT -RF snn-qn <br />4 <br />6"Z <br />1/4" <br />42" <br />A-4898 <br />A-4869 <br />B-5921 <br />amm zm <br />tzl�, <br />9 <br />ASCE 7.05 <br />AISC 13TH EDITION <br />SEISMIC DESIGN; <br />Zip Code = 92799, Site class 0 - Fa=1 <br />Ss = 1.598, S1 = 0.5604, I = 1.5, R <br />V® = . 35,IW = 0.480 W , 3!?; Go <br />A -s r, <br />WIND DESIGN; <br />IBC/CBC - 150 MPH <br />az = 0.00256KzKxtKdVA2I = 53,49 PSF <br />(Kz = 0.85, Kzt = 1,0, Kd = 0.95, I <br />GENERAL; <br />1. ALL CONSTRUCTION SHALL MEET LOCAL BL <br />REOUIREMENTS AND BE APPROVED BY THE <br />OFFICIAL. <br />2. THESE GUIDELINES HAVE BEEN PROVIDED <br />RESTRAINT RECOMMENDATIONS FOR SNYDEF <br />BULK STORAGE TANKS. <br />CONCRETE; <br />1. CONCRETE SHALL HAVE A MINIMUM DESIGN <br />DRAWING REFERENCED IN SPECIFICATION <br />2. CONCRETE PAO DESIGN SHOULD BE REVIEk <br />THE BUILDING OFFICIAL BASED ON SPECI <br />OTHER DESIGN PARAMETERS ARE POSSIBLE <br />CONDITIONS. <br />STRUCTURAL STEEL: <br />1. ALL STRUCTURAL STEEL COMPONENTS SHAL <br />BASIC OPEN HEARTH PROCESS STEEL CONF <br />APPLICABLE REQUIREMENTS OF ASTM A36 <br />FOR BRIDGES AND BUILDINGS - Fy = 36, <br />2. ALL ARC WELDING ELECTRODES SHALL CON <br />STEEL ARC WELDING ELECTRODES, ELECT <br />RECOMENDEO BY THE MANUFACTURES FOR T <br />OTHER CONDITIONS OF ACTUAL USE. WEL <br />TO REQUIREMENTS OF AMERICAN WELDING <br />3. ALL SHARP EDGES AND CORNERS SHALL RE <br />STRUCTURAL STEEL COMPONENTS. <br />4. CABLES TO BE 7X19 STRANDED CORE LuoS <br />MATERIAL TO BE SPECIFIED BY CUSTOMER <br />BREAKING STRENGTH EQUAL TO OR GREATS <br />5, ANCHOR BDLTS TO BE HILTI ADHESIVE AN <br />HIT -RE 500 -SO WITH SIZE, MATERIAL, A <br />SPECIFIED PER SPECIFICATION CHART BE <br />INSPECTION IS REOUIREO, <br />ALL OTHER FASTENER MATERIALS MUST CO <br />TYPE OF ANCHOR SELECTED. <br />SN YDER I NDL <br />LINCOLN, NE 68504 PHONE; (40, <br />SCALE: NTS JAPPROVEO BY: <br />DATE: 01/05/2010 <br />