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CONCRETE ANCHOR INSTALLATION INSTRUCTIONS <br /> 210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR <br /> NOT TO SCALE I- 4"(MIN) <br /> P ANCHOR <br /> DOUBLE HEAD SLAB ANCHOR DOUBLE HEAD <br /> 2-#4 Rebar x 36"L TENSION DEVICE <br /> -- 4"(MIN) <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° MMA-14 <br /> ❑ ❑ 1 <br /> 4 y <br /> 3000#CONCRETE ' . a _ 4 4 <br /> 4 ° i M <br /> z <br /> z ° <br /> a. <br /> 1 • ,• . 5/8"SHIELD MINIMUM <br /> W/1/2"x 3-1/2"BOLT <br /> KOFIX BRAND OR EQUIV. 3000#FIBER MESH <br /> NOTES: CONCRETE <br /> 1. MINIMUM ANCHOR EMBEDMENT=6" 1.MAXIMUM VERTICAL LOAD PER ANCHOR=4725Ib <br /> 2. MAXIMUM VERTICAL LOAD PER ANCHOR=4725 lb. 6"(MIN) 3,150 lbs.WORKING LOAD. <br /> 3,150 lb.WORKING LOAD 2.MINIMUM SLAB AREA PER BOLT <br /> 3. MINIMUM SLAB PER ANCHOR: 4"SLAB=95 S.F. <br /> 4"SLAB=95 S.F. <br /> 6"SLAB=65 S.F. 6"SLAB=65 S.F. <br /> 8"SLAB=48 S.F. 8"SLAB=48 S.F. <br /> 4. MARK:MMA-14 3.MARK:MMA 18 <br /> INSTALLATION NOTE <br /> 1.DRILL 21/32"DIAM.HOLE 4"FROM EDGE OF SLAB <br /> AND INSERT SHIELD <br /> CART 2.PLACE TENSION HEAD ON SLAB AND <br /> 04.. „, TM8 y9 '/a <br /> INSTALL <br /> " DIAM.SHIELD BOLT_ <br /> ' 1 , y <br /> NJ 210 JDH CONCRETE ANCHOR <br /> r4-M. H\0 <br /> NOTE: <br /> Your set must be designed by a DOUBLE HEAD SLAB ANCHOR 210 JDH <br /> C— 4"'(MINA <br /> Registered Professional Engineer if <br /> MMA-42 <br /> the location is within 1500 feet of 5/8"ROD ❑ ❑ <br /> the coastline. - <br /> _- <br /> The allowable working load on 4 <br /> 4 , ` 4 a o <br /> concrete anchor models 210 PDH 4 24#BARSx3U'L <br /> , o <br /> THDHLS, and 210 JDH is 3,150 a 4 4 4 ° 4 2 <br /> pounds vertical for single or double 4 . ° 4 4 4 - <br /> ties in 3,000 PSI concrete. There 4, <br /> ° 4o <br /> ° <br /> must be a minimum 4" of distance 8 a <br /> from the edge of the concrete to 3000#CONCRETE • 4 �4 a <br /> USE OPTIONAL CLIP TO SUPPORT ANCHOR 4 d ` <br /> the center of the anchor shaft. AROUND RE-BAR WHILE POURING °a 40 4 4 (MIN) <br /> 1/8"PLATE <br /> 6.WIN) <br /> 1. MINIMUM ANCHOR EMBEDMENT=6" <br /> 2. MAXIMUM LOAD PER ANCHOR=4725 lb. <br /> 3. MINIMUM SLAB PER ANCHOR: <br /> 4"SLAB=95 S.F. <br /> 6"SLAB=65 S.F. <br /> 8"SLAB= 48 S.F. <br /> Revised 3-14-07 q 4. MARK:MMA 42 <br />