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REVISIONS 90' _ TABLE i DESCRIPTION DATE BY CLIP SfZE ROPE IHIHimm 4 CLIPS ROD. PYOLNT OF ROPE *TQ4QIE IN (ItC SI (I lUdl-BRCK t7NCIES) Ft.Lbs CODES: —i- vn 1/4 z 4-v4 Is CBC 2010 ' 1 POSTS TANDS BASE PLATES NT'BE INSTALLED TiE T ITT NG TORp,E VALUES SHOWN ARE BASED LPON THE THREADS BEING CLEAN,CRY.AND 0.4 FLAT SIBS OF THE C MAIMfrhT TANX. FREE LICATI6N.l IBC 2009 ASCE 7.05 AISC 13TH EDITION r' �E SEISMIC DESIGN: a ;• ' I Zip Code=92799, Site class 0-Fo=L0, Fv=1.5, 180* - 1 Q' Ss= 1.598, SI =0,5604, I= 1,5, R=3.0 — 1 ' U®_ .35.IW=0.480 W i I� WIND DESIGN; IBC/CBC- 150 MPH CABLE CLIPS MINIMIMI 2 REQ'D. Oz =0.00255KzKxtKdVA2I=5149 PSF y FOR EACH CABLE TURN-BACK (Kz=0,85, Kzt= 1.0, Kd= 0.95, I = 1.15) - - (TABLE 1) GENERAL: 1, ALL CONSTRUCTION SHALL MEET LOCAL BUILDING CODE REQUIREMENTS AND BE APPROVED BY THE BUILDING 270' OFFICIAL. 2, THESE GUIDELINES HAVE BEEN PROVIDED TO SPECIFY THE RESTRAINT RECOMMENDATIONS FOR SNYDER INDUSTRIES BULK STORAGE TANKS, CONCRETE: 1, CONCRETE SHALL HAVE A MINIMUM DESIGN AS PER DRAWING REFERENCED IN SPECIFICATION CHART BELOW, [2)2" SQ. I/4° THK. WASHERS 2. CONCRETE PAD DESIGN SHOULD BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL BASED ON SPECIFIC APPLICATION AS i OTHER DESIGN PARAMETERS ARE POSSIBLE DEPENDING UPON SITE if CONDITIONS. u STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL COMPONENTS SHALL BE NEW AND OF GABLE ATTACHMENT DETAIL BASIC OPEN HEARTH PROCESS STEEL CONFORMING TO ALL APPLICABLE REQUIREMENTS OF ASTM A36(STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS-Fy=36,000 PSI.). J'PE'l'p'l IP(2 EA. REQ'D) 2, ALL ARC WELDING ELECTRODES SHALL CONFORM TO ASTM A233 FDR STEEL ARE WELDING ELECTRDDES, ELECTRODES SHALL BE AS WG. A-5919 OR A-4898. RECOMENOEO BY THE MANUFACTURES FOR THE POSITIONS AND OTHER CONDITIONS 01:ACTUAL USE, WELDING SHALL CONFORM tSt4EA '2I TO REQUIREMENTS OF AMERICAN WELDING SOCIETY AWS 0121. 3, ALL SHARP EDGES AND CORNERS SHALL BE REMOVED ON ALL l CLIP(2 EA. REQ'D) STRUCTURAL STEEL COMPONENTS. ER DWD. A-4869 4. CABLES TO BE 7XI9 STRANDED CORE CONSTUCTION SIZED PER CHART. MATERIAL TO BE SPECIFIED BY CUSTOMER ORDER(MINIMUM SEE DETAIL FOR CABLE ATTACHMENT BREAKING STRENGTH EQUAL TO OR GREATER THAN 304 SS RATING). 5. ANCHOR BOLTS TO BE HILTI ADHESIVE ANCHORS, MODEL HIT-RE 500-SO WITH SIZE, MATERIAL, ANO EMBEDMENT AS SPECIFIED PER SPECIFICATION CHART BELOW. SPECIAL INSPECTION IS REQUIRED. ALL OTHER FASTENER MATERIALS MUST CORRESPOND TO THE . TYPE OF ANCHOR SELECTED. TABLE 2 i TANK DAL. TANK DIA. TANK HT. ANCHOR BOLT QTY. EMBEDMENT CABLE 0 CABLE HT. Pi CLIP Sl CLIP FOUNDATION SN YDER INDUSTRIES INC , 35 22' 36" 3/4° HILTI HIT-RE 500-SD 4 6"T 1/4" 24" A-5919 A-4869 B-5921 LINCOLN, NE 68504 PHONE: (402)467-5227 FAX: (402)465-1210 60 26° 41" 3/4" HILTI HIT-RE 500-SO 4 6°T 1/4" 24" A-5919 A-4869 B-5921 SCALE: NTS APPROVED BY: DRAWN BY: NLE 120 34° 49" 3/4" HILTI HIT-RE 500-SO 4 6°T 1/4° 24° A-5919 A-4869 B-5921 DATE: 01/05/2010 REVISED: 150 34^ 60" 3/4" HILTI HIT-RE 500-SO 4 6`T 1/4" 42" A-4898 A-4869 B-5921 S,I,I, TANK SEISMIC RESTRAINT SYSTEM RECOMENOATIONS _.;;";-275 47° 60" 3/4" HILTI HIT-RE 500-SO4 6°Tv 1/4° 42° A-4898 A-4869 B-5921 FOR S.I.I. 35 - 500 GALLON QUAL CONTAINMENT TANK (DCT) SYSTEMS 360 53` 60" 3/4" HILT[ HIT-RE 500-SO 4 61Tv 1/4" 1 42° A-4898 A-4869 B-5921 TOLERANCES UNLESS SPECIFIED OTHERWISE DRAWING NUMBER ANGULAR: t 1° B-5920A 500 53° 79" 3/4" HILT[ HIT-RE 500-SD 4 6-T ]/4° 42° A-4£198 A-4869 B-5921 DECIMAL: .XXX=t 1/32°