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__ � <br /> SCFiEQtlLE 3 " <br /> 3/a"�A3o7 HEADED OR HOOKED AhlCH4R`B4LTS!N NORMAI.WElGHT CONCRETE a <br /> t�AAXItviUM SPACiNG OF ANCNQA BOLTS PER JAMB{1N) <br /> LQAD PER 2040 PS! 2504 PSI 3000 PSI <br /> �AM$ LBIFr NQTE3 CONCRETE CONGRE7E CONGRETE ' <br /> f00 24 24 24 <br /> 120 24 24 24 <br /> id0 24 24 24 <br /> i60 24 24 24 <br /> i80 24 24 24 <br /> 200 24 24 24 <br /> 22Q 24 24 24 <br /> 240 24 24 24 <br /> 260 24 24 24 <br /> 280 24 24 24 <br /> 304 24 24 24 <br /> 32� 24 , 24 24 <br /> 340 2d 24 24 <br /> i 364 23 24 24 , <br /> 38Q 22, 24 24 <br /> 4d0 20 24 24 <br /> 42Q 13 24 24 <br /> � d40 19 23 24 � <br /> aso is zz 2a <br /> 480 f7 21 23 � <br /> 5d0 16 20 22 <br /> 520 16 � 20 21 <br /> 540 � 15 19 20 <br /> I 560 14 18 i9 <br /> 580 14 18 19 <br /> 604 13 i7 i8 <br /> s2o �s �s ta <br /> 64d 13 16 17 <br /> &60 12 T5 i6 <br /> 680 12 15 i6 <br /> 700 y1 i4 15 <br /> 720 11 14 15 <br /> 7dd ii 14 15 <br /> 760 11 13 14 <br /> 780 i0 13 id <br /> 8qfl i0 13 13 <br /> 1.6ASED ON 3/8"f�A307�tEADED OR HOOKED(1.59"MIN.HOOK LENCiTH)ANCNOR BQLTS WlTN A 1"Q.D,WASHER <br /> W}'��A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINlMUM EDGE DISTANGE OF 3". <br /> 2.PROVIDE QUANTITY OF ANGN4R BQL78 AS REQUtRED TO MA1NTAfN MAXIMUM SPACING AS SHOWN!N <br /> TABI.E WlTN A MIN(Mt1M OF TNREE(3j ANCMOR 80LTS PER JAMB. ANCHOR BOL75 AT TOP AND SOTTOM <br /> OF JAMB SHALL BE P�ACED A MAXiMUM OF 6"FROM THE END C?F THE JAMB. <br /> 3.LOAD PER JAMB CALCULATED 8Y TAKlNG DESIGN LQAQ(PSFj TiMES DOOR WiDTt-I{F�'}D(ViDED BY 2. <br /> EXAMPLE: dESIGN LOAD a 30pst <br /> 00(7R WlDTN=16tt <br /> LOAD PER JAMB-3ppsf x 16tt/2=2G0lb!(t <br /> 4.CHART!S BASED ON 6'-6"MINIMUM AND 24'•0"MAXiMUM DQOR NEtGH7, <br /> 5.DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OA BETT�R MOUNTED DtRECTLY TO SUPPORT ST'RUCTURE. <br /> 6.DESiGN OF THE SUPPORT STRUG7URE SHALL BE THE SOI.E RESFONStBiLITY OF THE 6UlLDiNG DESlGNER <br /> AND SHAI.t,8.E DE8lGNED FOR THE JANiB LOAD USTED IN ABdVE TABLE A5 CALCULATED PEFi NOTE 3. <br /> '� 7.CAC.CULATIONS CONFORM TO ANSI/AF&PA NDS-2045 ANQ ACl 318-05,APPENDiX D. <br /> � <br /> Approved <br /> � Mark 1�.6arrow,PE <br /> Florida License No.57389 <br /> Wayne Daltan Carp. <br /> 3395 Addison Drive <br /> PensacoJa,FL 32514 Revfslon P8 <br />