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ANCHCJR SCHEpULES
<br /> (SEE SHEET 9 FOR ANCHOR(yp7ES
<br /> ANCHOR LOAD S as Up T_ o_ 6.1 EDGE DISTANCES AS NOTED
<br /> (per CONN TYPE Spans Up TO 8'n+
<br /> 1/4" .. S.S.TAPCON W C1 C2 C3 C4 CON""NN E Suns Un TO 10' O
<br /> 1-3/4°EMBED ANQ 1" WITH 35 16.0" 16.0" 16.01, 10.S" 16.0" C1, C2 C3 C4 C
<br /> � ONN TYPE
<br /> EDGE DISTANCE(3192 ps! S7 16.0" 16.0 „ 16.0' 16.0" 16.0" 7.9" C1 C2 C3 C4 C5 p - spa
<br /> 46 l6.0" 18.0" 16.0" "MIN CONCRETE} „ $0 16.0" 16.0" 16.0` 16.0" 16.0" „ ANCHOR LOAD
<br /> 16,0 16.0' 16.0" 6.fl" ., 16.0 6,3" 16.0" _
<br /> 67 ,. 6.S' 16.0" 16.0„ 16.0 16.0" 16.0„ „ (pst) .
<br /> 16.0 16.0" 16.0" 5.5 15.0" i6.0" 4.8" 16.0" 16.0" 13.9" 16.0" 3�. 16.01. 1/4" Cl C2
<br /> 78 16,0' ", " 16.0 36.0 15.3" 16.0" I11N S.S.TAPCON WITH 35 '16.fl"
<br /> 16.0 16.0' Jr. „ 11.5 1-3J4"EMBED AND 2-1 2"
<br /> l2.1 16.0" 3.4" g�,.* 160" 10.9" 16.0" 3.2" 8.6" / 46 16.0" 16.f 106 16.0" 12.8„ 16,011 4.1'i 13.2" MIN:EDGE DISTANCE(3192
<br /> ELCO ULT 15.7" 10,0" 15 7„ 14.3" $,g" l4.3'* psi MIN CONCRETE)
<br /> RADON WITH 35 16.0" 16.0 3.6 10.4" 14.0" 8.5 12.6 7.4" 12.6" 6.7" 67 Ib.O
<br /> 1-3I4"EMBED AND 1"MIN. J. 16.0" 16,0" " 14.0 5.S" 15.t
<br /> EDGE DISTANCE(2700 psi 4b 16.0" 16.0" 16.0" „ 16.0" Lox- 16.0" 260" 6 4" 11.2" 6.4" 10.8 78 16 U" 16.(
<br /> MIN CONCRETE) 13.1 16.0" 16.0" 13.0' 16.0" 16.0" 15,0" 4.6"
<br /> 57 16.0 16.0" 16.01, 89 16.0" 16.(
<br /> 67 260"78 26.0" 260" 16.0" 16.0" 7.8" 26.0" 16.0'� 16.0" 7. +" "EL 100 .6.0" 15.1
<br /> UL
<br /> 19" 16.fl" 7 16.0' 1/4 CO
<br /> 16.0" 6.0„ 8.i6.0" 16.0" 7.S" 15.1' 16.0„ 6.1" 11.4„ 1-3/4"EMBEDD 2N1 y H 35 16.0" 16.t
<br /> 16.0" I6.0" „ 6.S' 12.9" 16.0" 10.8" 5.1"' g.5" / 46 16.0" 16.(
<br /> 15.2" 16.0' 6.5" 13.01, 1S. 11.9 16.0" 5.5" 9.6" 14.2" g,7+* MIN. EDGE DISTANCE(2700
<br /> 100 15.0" 12.7" 16.0' „ 5 9.9' 14.2' 4,4+ 6.6", psi MIN CONCRETE} 57 16.0" 16.(
<br /> m, 1/4"ITW SAMMYS SS W/ 35 16.fl" 16.0" 5.8 10.3" 13.8" 8.4" 4.8' 7.6 12.4" 7.3"
<br /> 2'1/4"MIN EMBED AND 16.0' 16.0„ 13.8" 4.3" b.3" 12.4r, 5 4„ 67 16.0" 1 .t
<br /> MIN. EDGE DISTANCE45 16.0" 16.0" 16.0' 16.0"
<br /> 16.0' 26.0" 16.0" 15.0 10.7 4.6" 78 16.0" 16.E
<br /> a (3295 psi MIN CONCRETE 16.0" 16.015.0" 16.0 16.0 15.$" 16.0 89 16.0" 15.:
<br /> 16.0 16:tj" 16.0" 16.0" 16.0" 12,g„ 16.0 16.0" 100 16.0"
<br /> 16,0" !6 0�' 16.0" 11.8" Y6.0" 1/4"ELCO PANEL MATE I
<br /> O 67 16,0' 16.0" l3.6"
<br /> * �b$t4q {p 78 16,0" 16,0" 16.0 1fi.0r 16.0" 26.0" 15.0" 9.3" 13.
<br /> l6.0 10.0' 16.0 16.U" FEMALE,MALE,orD'PL'PLUS
<br /> Wj _
<br /> 13.5" 16.0 16.0" 15.0 16.0" 16.0" 15.0" " „ MTN EMBED AN 35 I6.0"
<br /> F, 89 1&0" 10.0" 16.0" 8$` 15.5" 16.0' 7.9 13.7" MIN. EDGE DISTANCE 46 16.0 16A
<br /> `i 1i4-20 ALL POINTS SOLID- 35 i6.0 16.0" 16.0' 16.0 15.9" 16.0" 16.0 14.0" 26.0" 6,7" , Psl MIN CONCj
<br /> $8 16.0" 16.0" 7,4" 12.3" 16.0" 10.T {3350 57 Ifi.O" 16.(
<br /> SET WITH 7j8"MIN EMBED 16.0" 16.0" ifi.0" 13.6 16.0" 6.5" 10.2" 11.8" 16.0" 5.8" g,7"" 67 16.0" 16
<br /> AND 1-1/4"MIN.EDGE 13-5` 16.0" 16.0" l6,0" 16.0" 10.1"
<br /> 46 16.0" I6.0" 16.0" 16.0" 16.0" 16.0" 5.2" 7
<br /> 4" ' * 78 16.0" 16.C t� QISTANCE(3000 psi MTN 16.0" 16.0" 16.0" 16.0" 8.2"
<br /> ii 5J 16.0" 16.0" 16.0" 8.4" 7.7 16.0" „
<br /> CONCRETE] 67 l6.0" 16.0" ", l6.0 14.0" 16.0"
<br /> r 16,0' 15.0" 7.0" 14.3 16.0" 6.1„ 16A" 6.0" 100 „
<br /> I6.0" 14.7" 10.8" 13.4" 13.8" 9.8" 4. 23.1" O 1J4"ITW SAMMYS SSC W/ 35 16,0" !6
<br /> o * 78 16,0" 13.6" 16.0 14.7" 5.1"
<br /> 89 14.7" 5.9" 12,6" 8.S" 9.2" 11.7" 7.7" 8.1„ U 2-1j4"MIN EMBED AND
<br /> > POWERS 100 10.9" 13 1 5.1" 9.3" 11.1" 21.1, 3 8" 6.8" i0.1" 6.2" 10.1" 3.4' 4.7,. (3295 pst MIN DISTANCE 57 i6.0" 16:(
<br /> m I- PO TAPPER W 13.1° 9.0" 4.5 7.4" 9.8" 7.0" „ �) 6.0"
<br /> 1-3 4 WITH 35 ' 16.0" 16.0 6.0' S.4,. g'g., S•2" 8.8" 67 16.0'
<br /> � j .,MIN EMBEDANp 16.0' 11.3" 9.8'" 3.3" 4.5" 7.9" 4.5" 7.6" 3.9" 16.t
<br /> 2"MIN. EDGE DISTANCE 16.0' 13.3r 6.9' 16.0" 16.0" 16.0" " 3.3' * 78. 26.0" 16
<br /> (3000 psl MIN CONCRETE) S7 13.3" 13.3" „ g'6„ 16.0" 12.4" 12.4" 8'S 16.0" 13.0" 13.0" 13.0" .0
<br /> 13.3' i0.fl" 12.4" 6.4" 12.4" 9.9" 6.8" 13.0" 89
<br /> a` 67 11.3" 10.5" $.3" 10.0" „ 8.1" 9.9" 4.9" 7.6" 100
<br /> 6.0" 16.(
<br /> 7.9` g 7 � 11.2 8.5" " i/4-20 ALL POINTS SOLID- 35 26.0" i6.(
<br /> r q.9' 7.3" 7.3" 6.3�; 8.5 4.2" 5.3" $.0" 3.9" 4.7„ SET WITH 7j8"MIN EMBED 16A" 16.t
<br /> 6.8" 4,4+' b.8" 3,3"+ 3 S„ AND 2 MIN. EDGE DISTANCE 46 16.0" 16.0
<br /> 100 7.6" 5.2" 86, 4.2" 5.4" 5.4" 4.i" 6.4" 3.0+ 4.0" 5.8" 3.6" 5.8" (3000 Psi MIN CONCRETE) 57 16.fl" 16.0
<br /> 3.7 4.3" S.7" 3.5" 3.2" 5.1" 3.0,, 5.1" 67 i"6.0" 16.0
<br /> 5 7j 4.6"
<br /> EDGE DISTANCES AS NOTED 4.4" * 78 16.0" 16.0
<br /> a =� ANCHOR LOAD Scans Up To 6'0 89 16.0" 14.1
<br /> (per CONN TYPE Span Uo To 8'0 !00 160"
<br /> CONK TYPE _Spans Up To 10'-0" 1/4"POWERS TAPPER WITH 35 16.0" 16.0
<br /> 1/4"MILLENIUM MILLFAST 35 C1" C2 C5 1-414"MIN EMBED AND 3"
<br /> WITH i-3j4"EMBED AND 1b.0' 16.0" ++ C2 C4 CONN TYPEEDGE DISTANCE{3000 46 15.0 16.(a 2-1/2"EDGE DISTANCE 46 16.0' mu 16.0" 16.0'' C1 C3 CS C1 C2 C3 C4 57 Ib.O"
<br /> Si '3275 st MIN CONCRETE 15,0" 16.0" 26.0" 16 0 16.0" 16.0" 16.0" 16.0" l6.0"
<br /> c P S7 16.0" 16.0" 16.0" „ 16.0 16.d 16.0" 16.0" 14.5" „ 16.0" 16.d" 15.3" 165 pst MIN CONCRETE) 67 15.0
<br /> 67 „ 15.7 16.0" 16.0" 16,0" „ 16.0 160" 16.0" 16.0" 0'' 16.fl 16.(
<br /> a 16.0' i6.0 16.0" 13.1" 15.0" 16_0, 16.0 11.3" „ 11.2" 16.0` 78 15.0" 15.E
<br /> 78 16.0" 16.0" 11.0 16.0' 14.3" 16.0" 16.0`* 16.0" 13.0" 16.fl" 8.8" 10.8„
<br /> .� 89 ` 16.0" 9-4' 12.2 1b,0" 14.4" „ !2.
<br /> 12.3' 14.7 $.0" 9.1" 13.4" - 13.4 6.3" 8.0" 100 15.2" 10.:g, 1/4"MILLENIUM MILLF 100 16.0" 12.0 16.0" 8.3" ��' 14.7" 9.3" +. "
<br /> Wit H 1-3 4" 9.8 13,1" 6.9' 6.2'
<br /> AST 35 16.0' 16.0" 26.0" l6.0 ,. 7.9" 13.1 6 1„ 7'2„ 11.7' 11.7' 5.4"
<br /> 1 EMBED AND 1" ib.0 16.0' 16.0' 16.0" 6'0"' 10.4" S.9'. 10.1" 5.1"EDGE DISTANCE(3275psi 46 16.0 16.0" 16.0" 13.7" 13.5 16.0" 16.0" ." 4 8' 4.3'
<br /> 15.0 16.0" 16.0 16.0" 16.0" 16.0" 16.0 16.0"
<br /> 57 15.0 "" 10.$ l6.0
<br /> 11.1" 16.d' 16.0" 100-, 16.0' I6.0 14.8„
<br /> 15.0" 16.0" 8.0" 16.0"
<br /> 14.1' 14.6" 10.3"
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