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CONCRETE ANCHOR INSTALLATION INSTRUCTIONS <br /> 210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR <br /> NOT TO SCALE I 4°(MIN) <br /> Q ANCHOR <br /> DOUBLE HEAD SLAB ANCHOR I DOUBLE HEAD . <br /> i 2-#4 Re..x 36"L TENSION DEVICE <br /> I <br /> r-- 4'(MIN) <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° MM6-14 of <br /> I - L-A. <br /> " <br /> 3000#CONCRETE • a + .a....... <br /> „, <br /> . . <br /> ••• �• • • , • .. 6 .. <br /> e °• • • •a• <br /> ° e Aa , • 4 °• • a ° ° ° <br /> 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=47251b <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 /> ANN CAR 01/ 2.PLACE TENSION HEAD ON SLAB AND <br /> _ tZ A, „��y� INSTALL'/s DIAM.SHIELD BOLT <br /> r ��? <br /> ..4 <br /> It— ' <br /> 10 ciN 4 ��2 210 JDH CONCRETE ANCHOR <br /> `'�M. 1. 0 <br /> NOTE: <br /> YourDOUBLE HEAD SLAB ANCHOR 210 JDH <br /> set must be designed by a <br /> , A""(MIN) <br /> Registered Professional Engineer if <br /> MMA-42 <br /> the location is within 1500 feet of 5/8"ROD \ ❑ ❑ <br /> the coastline. „_ <br /> ° °°The allowable working load on ° ° , ° <br /> ° ° n °2-4#BARS x 36"L <br /> concrete anchor models 210 PDH, ° ° <br /> THDHLS, and 210 JDH is 3,150 ° ° ° <br /> °:a' a <br /> pounds vertical for single or double ,, . ° ° °° 4 4,7 <br /> ° ° <br /> ties in 3,000 PSI concrete. There ° ° <br /> must be a minimum 4" of distance 8 4 ` ° <br /> 3000#CONCRETE .4 ° <br /> from the edge of the concrete to USE OPTIONAL CLIP TO SUPPORT ANCHOR ° <br /> the center of the anchor shaft, AROUND RE-BAR WHILE POURING °a i,N <br /> 1/8"PLATE <br /> 0•IMINI <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 'l 4. MARK:MMA 42 <br /> 1 <br />