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CONCRETE ANCHOR INSTALLATION INSTRUCTIONS <br /> 210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR <br /> NOT TO SCALE I 4"(MIN) <br /> c ANCHOR <br /> DOUBLE HEAD SLAB ANCHOR DOUBLE HEAD <br /> 2-#4 Rebar x 36"L TENSION DEVICE <br /> 1 <br /> I-- 4"(MIN) <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° 4-14 <br /> ❑ i0 <br /> 3000#CONCRETE ; ° ° <br /> a . ° M <br /> ° ° . \ �< <br /> ° ° ° °° ° <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=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 /> 41_4 C R , 2.PLACE TENSION HEAD ON SLAB AND <br /> _ Cr. , „TM 4INSTALL 1/2" DIAM.SHIELD BOLT <br /> �r _, a- <br /> II 4 <br /> `7% ���' 210 JDH CONCRETE ANCHOR <br /> 41.41. 10 <br /> NOTE: <br /> DOUBLE HEAD SLAB ANCHOR 210 JDH <br /> Your set must be designed by a <br /> I- 4-(MIN) <br /> Registered Professional Engineer if <br /> the location is within 1500 feet of 5/8"ROD 0 40 <br /> the coastline. <br /> The allowable working load on 4 4 ` a p ° <br /> ° a �2-4#BARS x 36"L <br /> concrete anchor models 210 PDH, a ° <br /> THDHLS, and 210 JDH is 3,150 a ° 4 ° ° ° <br /> pounds vertical for single or double . ° <br /> ties in 3,000 PSI concrete. There ° ° ° <br /> must be a minimum 4" of distance 8 a /` <br /> from the edge of the concrete to 3000#CONCRETE °,� Q <br /> USE OPTIONAL CLIP TO SUPPORT ANCHOR °d <br /> the center of the anchor shaft. AROUND RE-BAR WHILE POURING ° (MIN <br /> a ° 1 <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 C) 4. MARK:MMA 42 <br />