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ATTACHED ALUM~INJUM C VIERS ANCHOR ALLOWABLE LOADS AND MAX. LOAD AREA FOR ANCHORS ANCHORS INTO WOOD FOR OPEN BUILDINGS MLOWABLE LOAD / MAX. LOAD AREA (S.F.) @ 120 M.P,H. WIND LOAD # OF ANCHORS 1 2 3 4 DIAMETER ANCHORx EMBEDMENT 1/4" x 1 " 264#/13 S.F. 528#/25 S.F. 792#/38 S.F. 1,056#/50 S.F. 1/4" x 1 1/2" 396#/19 S.F, 792#/38 S.F. 1,188#/57 S.F. 1,5;34#/75 S.F, 1/4" x 2 1/2", 660#/31 S,F. 1.320#/63 S,F. 1.980#/94 S.F. 2.640#/126 S,F. 5/16" x 1 " 312#/15 S.F. 624#/30 S.F. 936#/45 S.F, 1,248#/59 S.F. 5/16" x 1 1/2" 468#/22 S.F, 936#/45 S.F, 1.404#/67 S,F. 1.872#/89 S,F. 5/16" x 2 1/2" 780#/37 S,F. 1.560#/74 S.F. 2.340#/111 S.F, 3,120#/148 S.F. 3/8" x 1 " 356#/17 S.F. 712#/34 S.F. 1,068#/34 S.F. 1.4:24#/68 S.F. 3/8" x 1 1/2" 534#/25 S.F. 1,068#/51 S.F. 1,602#/76 S.F. 2.1 ::',6#/1 02 S.F. 3/8" x 2 1/2" 890#/42 S.F. 1.780#/85 S.F, 2.670#/167 S.F. 3.560#/169 S.F. ANCHORS IN TO CONCRETE FOR OPEN BUILDINGS AL LOWABl.E LOAD / MAX. LOAD AREA (S.F.) @ 120 M.P.H. WIND LOAD # OF ANCHORS 1 2 3 4 DIAMETER ANCHORx EMBEDMENT 1/4" x 1 1/2" 757#/36 S.F. 1.514#/39 S.F 2.271 #/1 08 S.F. 3,028#/144 S.F. --. 3/8" x 1 1/2" 1,050#/50 SF 2.114#/53 S.F. 3.171#/151 S.F. 4.228#/201 S,F. ~. 1/2" x 2 1/4" 1,443#/69 S.F. 2.886#/137 SF. 4,329#/206 S.F. 5.772#/275 S.F. THROUGH BOLTS POST TO BEAM FOR OPEN BUILDING ----~-- AUOWABLE LOAD / MAX. LOAD AREA (S.F.) @ 120 M,P.H, WIND LOAD # OF ANCHORS 1 2 .3 DIAMETER ANCHORx (LENGTH = POST THICKNESS + 1/2") 1/4" x t+l/2" 2..356j1/112 S,F. 4.712#/21.3 S.F. 7.068#/.3'.:.;6 S.F. ..." .3/8" x h1/2" 5..300#/252 S.F, 10,600#/505 S.F. 1/2" ~ hl/2" 9.426#/449 S.F, [1&:lW[(@[jjJ@@ ~o m@[jjJ[jjJ@UU<l [;\~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4365 S, DAYTONA, FLORIDA 32121-4365 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 SECTIO,'-:: "'" NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN V PERMISSION FROM LAWRENCE E, BENNETT, PE PAGE 1=t3\ -47-