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SCHEDUI.E 3 � <br /> 3�18"rd A307 HEADED OR HOOKEb/iNCHOR BOLTS IN NORMAL WEIGHT CONCRETE <br /> MAXIMUM SPACING OF ANCHOR BOL7S PER JAMB(iN) ' <br /> LOAb PER 2000 PSI 2500 PSI 3000 PSl � <br /> JAMB LB1FT NOTF3 CONCRE7E CONCFiE7� CONCR�TE <br /> 100 24 � 24 24 <br /> -120 24 24 24 <br /> i40 24 24 24 <br /> 160 24 24 24 <br /> 180 24 24 24 <br /> 200 24 24 24 • <br /> 220 24 24 24 <br /> 240 24 24 24 i <br /> 260 24 24 24 <br /> 280 24 24 . . 24 <br /> 300 24 24 24 <br /> 320 24 24 24 <br /> 340 • 24 24 24 <br /> 360 23 24 24 <br /> 380 22 24 24 <br /> 4ti0 20 24 24 <br /> 420 19 24 24 <br /> 440 19 23 24 <br /> 460 18 22 24 <br /> 480 i7 21 • 23 • <br /> i 500 i6 • 20 22 ' <br /> 520 16 20 27 <br /> 540 15 19 � 20 <br /> 560 14 i8 79 <br /> 580 14 18 i9 <br /> 600 i3 17 18 <br /> 620 13 16 18 <br /> 640 13 i6 17 <br /> 660 12 15 'i6 <br /> 680 12 15 16 <br /> 700 11 14 ' i5 <br /> 720 .11 14 i5 <br /> 740 ii 14 15 <br /> 760 i i 13 14 <br /> 780 i0 i3 i4 <br />, 800 10 i3 73 <br /> 1.BASED ON�3/8"P1 A307 HEADED OR HOOKED(i.fi'9"M1N.HO�K LENGTH)ANCHOR BOLTS WITH•A 1"O.D.WASHER <br /> W ITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". <br /> 2,PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED 70 MAINTAfN MAXIMUM SPACING AS SHOWN 1N <br /> TABLE WITH A MINIMUM OFTHREE(3)ANCHOR BOLTS PE�R JAMB. ANCHOR BOL7S ATTOP AND BOTTOM <br /> OF JAMB SHALL BE PLACED A MAXfMUM OF 6"FROM THE END OF THE JAMB. <br /> 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSh�TIMES DOOR WIDTH(Fl)DIVfDED BY 2. <br /> EXAMPLE: DESIGN LOAD�30psf <br /> DOOR WIIJTH=i6ft • <br /> LOAD PER JAMB=30psf x 16ft/2=2401b/ft <br />� 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. <br /> 5.DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LU1V(BER OA BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. <br /> s,DESIGN OF THE SUPPORT STRUGTURE SHALL BE THE SOLE RESPONSIBILIII'OF THE BUfLD(NG DESJGNER <br /> AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS GALGULATED PEFi NOTE 3. <br /> 7.CALCULATfONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 3i8-05,APPENDIX D. <br /> A roved <br /> Mark R.Barrow,PE <br /> Florida L•icense No.57389 <br /> Wayne Dalton Corp. <br /> 3395 Addison Drive , Revlsfon P8 <br /> Pensaco(a, FL 325i4 <br />� <br />