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3/8"f�A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE � <br /> . , " MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) ' <br /> LOAD PER ,2000 PSI 2500 PSI 3000 PSI <br /> JAMB(LB/FT)"oTE3 CONCRETE CONCRETE CONCRETE <br /> 100 - 24 24 24 <br /> 120 24 24 24 <br /> 140 � 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 <br /> 260 24 24 24 <br /> 280 24 24 24 <br /> 300 24 24 24 <br /> 320 24 2d 24 <br /> 340 24' 24 24 <br /> 360 23 24 24 <br /> 380 22 24 24 <br /> 400 20 24 24 <br /> 420 �' 19 24 24 <br /> 440 19 23 24 <br /> 460 18 22 24 <br /> 480 17 21 23 <br /> 500 i6 20 22 <br /> 520 16 20 21 <br /> 540 15 19 20 <br /> 560 �. 14 16 19 <br /> 580 14 18 19 <br /> 600 13 17 78 <br /> 620 13 16 18 <br /> 640 13 16 1� <br /> 660 12 15 16 <br /> 680 12 15 16 <br /> 700 11 14 15 <br /> 720 11 14 <br /> 740 15 <br /> . 11 14 15 <br /> 760 11 13 14 <br /> 780 10 13 <br /> 800 - 14 <br /> " 10 13 13 <br /> 1. BASED ON 3/e"P1 A307 HEADED OR.HOOKED(1.69"MIN. HOOK LENGTH)ANCHOR BOLTS WITH A 1"O.D.WASHER <br /> WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DIS7ANCE OF 3". <br /> 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN <br /> TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM <br /> OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. <br /> 3. LOAD PER JAMB CALCULATED BY 7AKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(F� DIVIDED BY 2. <br /> EXAMPLE: DESIGN LOAD=30psf <br /> DOOR WIDTH=76ft <br /> LOAD PER JAMB=30psf x i 6ft/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 LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. <br /> 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER <br /> AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3, <br /> 7.CALCULATIONS CONFQRM TO ANSI/AF&PA NDS-2005 AND ACI 318-05,APPENDIX D. <br /> Approved . <br /> Mark R Barrow, PE <br /> Florida License No.57389 <br /> Wayne Dalton Corp, � <br /> 3395 Addison Drive <br /> Pensacola, FL 32514 <br /> Revtsion P8 <br />