Laserfiche WebLink
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 Re ,x 36"L TENSION DEVICE <br /> \\\ <br /> r— 4'(MIN) <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° MM45O❑ <br /> i <br /> 3000#CONCRETE I ° ° • a ° <br /> • <br /> 1 al o <br /> 1 <br /> 5/8"SHIELD MINIMUM <br /> W/1/2"x 3-1/2"BOLT <br /> KOFIX BRAND OR EQUN. 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'(MINI 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. I <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, CAR0(� 2.PLACE TENSION HEAD ON SLAB AND <br /> 'it's <br /> �:, ./��?iq INSTALL'/a" DIAM.SHIELD BOLT <br /> �� <br /> .4 46� -' <br /> it <br /> `` ') Cik �C` 210 JDH CONCRETE ANCHOR <br /> C4-M. H00 <br /> NOTE: <br /> Your set must be designed by a DOUBLE HEAD SLAB ANCHOR 210JDH <br /> 4-(MIN) -- <br /> Registered Professional Engineer if <br /> the location is within 1500 feet of 5/8"ROD \ L-O <br /> the coastline. .... <br /> ° <br /> The allowable working load on 4 ° °° 4 a ° a� ° 1 <br /> ° <br /> 2-4#BARS x 361'L <br /> concrete anchor models 210 PDH, ° <br /> THDHLS, and 210 JDH is 3,150 ° ° 4 <br /> ° e, ° <br /> • 4 <br /> pounds vertical for single or double 4 . ° ° 4 do <br /> ° <br /> ties in 3,000 PSI concrete, There ° ° 4 4 4 <br /> must be a minimum 4" of distance a 4 ` ° <br /> 3000#CONCRETE <br /> ° <br /> from the edge of the concrete to USE OPTIONAL CLIP TO SUPPORT ANCHOR ° �`' ° 4 ° <br /> the center of the anchor shaft. AROUND RE-BAR WHILE POURING 4 I. IN, <br /> G I <br /> 1/8"PLATE <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 />