Laserfiche WebLink
00 15 3/4+Y X Y Z P <br /> 6 12 3/4+Y X 7 6 4 .43 <br /> r <br /> 1 1/2 1 1/2 7 6 6 .29 <br /> 7 1/2 6 6 .43 <br /> 10 6 6 1.11 <br /> 10 8 6 .58 <br /> 11 8 6 .85 <br /> 9 �--Y 12 10 5 .69 <br /> 14 12 1 6 .58 <br /> 14 1/2 11 3 4 1 6 1/4 .75 <br /> TANK LEG DIMENSIONS <br /> 20 <br /> 01 7/16 THRU <br /> (2 PLCS) <br /> 11 Y <br /> 1 4 3 1 2 (2 PLCS) <br /> - <br /> 1/2+Y <br /> 3 3/8 (TYP) <br /> 1 CHAMFER <br /> (2 PLCS) <br /> 22+2P <br /> 11+P11+P <br /> 3 1/2 <br /> T-�— <br /> 2P FOR WELD DETAILS <br /> SEE NOTE 3. <br /> �----7 1/4+Y--+I �� P 5 1/4 �- <br /> 3 1/2 3 LA <br /> T- 3 <br /> GUSSET-OTY. 6 <br /> 1. USE 1/2 THICK STEEL PLATE FOR BASE AND 3/8 THICK THIS DRAWING PERTAINS TO THE 2007 CBC, 2006 IBC <br /> STEEL PLATE GUSSETS. <br /> 2. TO OBTAIN PFODIMENSION S ETTABLE. PROVISIONS FOR (SITE CLASS "D", S,, < 1.0) <br /> 3. WELD GUSSETS TO SIDE AND END PLATES, THEN WELD <br /> THOSE ASSEMBLIES TO BOTTOM PLATE, ALL WELDS TO BE <br /> CONTINUOUS 1/4 FILLET. <br /> 4. UNIT TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION. <br /> 5. FOUR (4) RESTRAINTS REQUIRED FOR 3000-6000 GAL. <br /> TANKS AND SIX (6) FOR 8000-12000 GAL TANKS. -30-09 UPDATED 70 2006 188 2007 CDC T' TEL: 800-222-7099 FAX: 209-eat-4711 <br /> 6. "HILTI" HSL METRIC M24 OR EQUIVALENT ANCHOR BOLTS. 2-10-02 ADDED DIMENSION TO TABLE TEL JE SC&E: 1:10 DFt TOM L CK JOHN E <br /> 1-2-01 INTTAL M-EASE TEL JE <br /> 7. 6 1/8 MINIMUM EMBEDMENT DEPTH. DATE SON oR cK SEISMIC RESTRAINTS <br /> 8. 12" MINIMUM DISTANCE FROM EDGE OF CONCRETE AIJ aENSION <br /> ws t1 t6, uNlEss oT1HIRATSE sPEco-Tm FOR 3000-12000 GAL <br /> SLAB/FOOTING. ALL DIMENSIONS IN INCHES, UNLESS OTHERWISE SPEMED <br /> 9. CONCRETE SLAB TO HAVE MINIMUM 5000 PSI COMPRESSIVE STRENGTH. STEEL PLATE TNICKNESS DEPENDS UPON TANK Sue: CONVAULT TANKS <br /> DO NOT SCALE DRAWING GEN001 Pa 4 <br />