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SCHEDULE3 <br /> 3J8"0 A307 HEADED OR:HOOKED ANCHOR BOLTS IN-NORMAL WEIGHT CONCRETE <br /> 1. <br /> MAXIMUM SPACING OF ANCHOR BOLTS PER JA.B(IN) <br /> LOAD PER 1. 2000 PSI 2500 PSI 3000 PSI <br /> JAMB LBJ NOTE3 CONCRETE CONCRETE CONOAETE <br /> 100 24 24 24j. <br /> 120 24 24 24i <br /> 140 24 24 241. <br /> 160 24 24 24` <br /> 180 24 24 24 <br /> 200 24 24 241 <br /> .220 24 24 24i. <br /> 240 24 24 24 <br /> 260 24 24 24i. <br /> 280 24 24 24;• <br /> 300 24 24 24 . <br /> 320 24 24 : 241 <br /> 340 24 24 241, <br /> 360 23 24 1 241: <br /> 380 22 24 241; <br /> 400 20 24 24; <br /> 420 19 24 24 : <br /> 440 19. 23 24's: <br /> 460 18 22 1 241: <br /> 48b 17 21 1 24 <br /> 500 16 20 = 241 <br /> 520 16 20 1 241. <br /> $40 15 19 I 234. <br /> 560 14 18 221 �t���ct�t trrri<<r <br /> 600 13 17 £ 201• � Q� G NSA r t�►`��// <br /> 620 13 i6 20;.- ` I; %° ++ <br /> 640 13 16 i 19, i° No,51737 <br /> 680 12 15 i is!! �_ �t: • <br /> 700 11 14 1711 rp STATE QE °Aw <br /> 720 11 14 1711 %�pP, `a►1 <br /> 740:. . 11 14 161 1. //��`�+ toR�a.�C .N ' <br /> ht- <br /> 760 13 0 10 13 16: 0'/j;_ �/ON <br /> 800 10 13 15;. <br /> 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER <br /> WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE 0 3% <br /> 2.PROVIDE QUANTITY OF ANCHOR BOLTS At REQUIRED TO MA NTAIN MAXIMUM18PACING AS SHOWN IN f <br /> TABLE WITH A MINIMUM OF.THREE.(3)ANCHOR.BOLTS PER J�MB. ANCHOR BOLTS AT TOP AND BOTTOM I <br /> OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE EN OF THE JAMB. ; <br /> 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSFY,TIMES DOOR WOT•H(FT)DIVIDED BY 2. r <br /> EXAMPLE: DESIGN LOAD=30psf <br /> DOOR WIDTH=16ft 1 'p' c� <br /> LOAD PER JAMB=30psf x 16fU2=241 0lb/ft Qpvl��V Of <br /> 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT, i . <br /> 5.DQQR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) p�N <br /> LUMBER OR BETTER MQUNTED:To SUPPORT STRUCTURE. . <br /> IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MIIJIMUM REQUIRED PENETRATION. <br /> 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY 611 THE BUILDING DESIGNER <br /> AND SHALL BE DESIGNED FOR THEJAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. <br /> Digitally signed by John E.Scates,P.E. t <br /> �1�i�WITH ��:�Vda 1l,RE� <br /> Appr Date:2015.02.20 09:57. o q(�K SHALL <br /> �a <br /> W _ <br /> John E.Scates,P.E. CODES F(pQ <br /> 3121 Fairgate Dr. 1y�T�0��„EL�C'iRt�;CQDE, <br /> Carrollton,Tx 75007 ANTI NA ELECITY OF ZEPHYRHILL.S <br /> FL PE 51737 7X PE 56308/F2203 ORD9NWES Revision P16 <br />