Laserfiche WebLink
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 2-#4Re••rx36"L DOUBLE HEAD <br /> TENSION DEVICE <br /> - 4"(MIN) 'I <br /> MINIMUM HORIZONTAL MMA-18 <br /> STRAP ANGLE OF 15° ❑MM{+-14 / <br /> ♦.. .... 1 A L................_..... <br /> °y_ <br /> • <br /> 3000#CONCRETE . - . : PV • ° • �° •° ° + :• <br /> • ° . .° <br /> a _ • <br /> � b •. • • �° \ • te <br /> . ,. 4 \ a <br /> .• I 5/8"SHIELD MINIMUM <br /> W/1/2"x 3-1/2"BOLT <br /> JKOFIX 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 /> `' CAR AND INSERT SHIELD <br /> �A`, 14, 2.PLACE TENSION HEAD ON SLAB AND <br /> „ g.tq INSTALL'/z DIAM.SHIELD BOLT <br /> 'ww' <br /> 4;4p- 467 Z --i <br /> • It- �; <br /> `�� ciN NJ 210 JDH CONCRETE ANCHOR <br /> Cif 41. Le o <br /> NOTE: <br /> Your set must be designed by a DOUBLE HEAD SLAB ANCHOR 210 JDH <br /> °-(MN) <br /> Registered Professional Engineer if <br /> MA-42 <br /> the location is within 1500 feet of 5/8"ROD ❑M ❑ <br /> the coastline. <br /> The allowable working load on ° ° a ° <br /> concrete anchor models 210 PDH, ° ° ° ° °2-4#BARS x36 L <br /> d ° <br /> THDHLS, and 210 JDH is 3,150 ° ° ° ° °a ° ° <br /> pounds vertical for single or double - ° ° <br /> ties in 3,000 PSI concrete. There ° a <br /> must be a minimum 4" of distance 8 a ` <br /> from the edge of the concrete to 3000#CONCRETE ° <br /> USE OPTIONAL CLIP TO SUPPORT ANCHOR ° ° .a ° <br /> the center of the anchor shaft. AROUND RE-BAR WHILE POURING °a ° rirnlN <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 /> I' <br />