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CONCRETE ANCHOR INSTALLATION INSTRUCTIONS <br /> 210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR <br /> NOT TO SCALE — -- 4•(MIN) —— <br /> c ANCHOR <br /> DOUBLE HEAD SLAB ANCHOR DOUBLE HEAD <br /> 2-#4 Reba:,36'L TENSION DEVICE <br /> j-- 4"(MIN) <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° MMA-14 111 <br /> • •• . n.y ,...... ....3000#CONCRETE • <br /> 1° <br /> I ° <br /> 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=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=65S.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 /> 4 CAROIt 2.PLACE TENSION HEAD ON SLAB AND <br /> _ O�• \-tiq INSTALL 1/2" DIAM.SHIELD BOLT <br /> . � <br /> ��pi- <br /> 467 <_ -) <br /> If- �; <br /> '"•n� GIN Q' v' 210 JDH CONCRETE ANCHOR <br /> C4-M° 1. <br /> NOTE: <br /> Your set must be designed by a DOUBLE HEAD SLAB ANCHOR 210JDH <br /> 4..[MINI -- <br /> Registered Professional Engineer if <br /> the location is within 1500 feet of 5/8"ROD \ ❑MMA-42❑ <br /> the coastline. <br /> ....... ..... <br /> The allowable working load on ° a ° °° <br /> a <br /> 4 4 °2-4#BARS x 36"L <br /> concrete anchor models 210 PDH, ° ° <br /> THDHLS, and 210 JDH is 3,150 ° ° ° ° <br /> pounds vertical for single or double ° 4:, ,,,,° T <br /> ties in 3,000 PSI concrete. There 4 ° <br /> must be a minimum 4" of distance a <br /> 3000#CONCRETE <br /> a <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 4 MINI <br /> 1/8"PLATE <br /> 6'(MIN) <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 9 4. MARK:MMA 42 <br />