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, <br /> SCFiEDULE 3 ' <br /> . ' 3!8"�!A3Q7 HEADED OR NOOKED ANCHOR BOLTS!N NORMAL WElGHT CQNCRETE : <br /> MAXIMUM SPACWG OF ANGHOR BOLTS PER JAMS(IN) <br /> LOAD PER 20Q0 PSt 25Q0 PS! 30Qb PSI <br /> JAMB LBIFi'NOYE3 CpNCRETE CONCRETE CONCRETE <br /> 100 24 24 24 <br /> 120 2d 24 24 <br /> 140 z4 z4 Z4 � <br /> i6Q 24 24 24 <br /> i80 24 24 24 <br /> 200 24 24 24 <br /> 22d 24 24 24 <br /> 240 24 24 24 <br /> 280 24 2� 2a <br /> 28Q 24 24 24 <br /> 300 24 24 24 <br /> 32Q 24 24 24 <br /> 340 24 24 24 <br /> 360 23 24 24 <br /> 380 • 22 24 2A <br /> 400 20 24 24 <br /> 420 19 24 24 <br /> 440 19 23 24 <br /> 460 18 22 24 <br /> 480 - 17 21 24 <br /> 5dd 16 20 24 <br /> 520 18 20 2A <br /> 540 15 19 23 : <br /> 564 14 i8 22 11���11111l1///rJ <br /> 580 14 18 21 `\\� � �. �a`�`,�7. //�i, <br /> 60d 13 i7 20 �� ��`�.���pj$��F�t /� <br /> 620 13 16 20 ,�� �,'�'� � �`� /�,, <br /> 6d0 13 16 19 � e+ �a.5�737 'i j„ <br /> 6&0 i2 i5 19 ' i� � <br /> 680 12 15 1$ = * i * ;•Qr `— <br /> 7oa t i 1 a i� %�4'*� STATE�'� �' <br /> .'�Ij�.'`. <br /> 720 11 14 i 7 �� `. .`�► � <br /> �ao 11 i4 js �ii�'c��`F,�OR��P"G�,��ti . <br /> ?80 14 13 i 6 r�j/�/ss jONA`�'���� <br /> tlt1 <br /> soo io ys is <br /> 1.BASED ON 3!8"P1 A307 HEADED'OR HQOKED{1.69"MIN.HOOK LENGTH}ANCHOR BOLTS WiTH A 2"O.D.WASHER <br /> WiTH A MINlMUM EMSEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISI'ANGE OF 9". <br /> 2.PROV(DE QUAN7ITY OF ANCHOR BOLTS AS REQUlRED TO MAINTAIN MAXIMt1M SPACiNG AS SHOWN iN <br /> TABLE WlTH A MINlMUM QF THREE(3)ANCHOR BdLTS PER JAMB. ANCHOR BQLTS AT 70P AND BC?TTQM <br /> OF JAMB SHALL BE i'LACED A MAX(MUM OF 6"FROM THE END OF TNE JAMB. <br /> 3.LOAD PER JAMB CAI�CULATED BYTAKlNG DESIGN LOAD(PSF}TiMES DOOR W(DTH(FT}DIVIDEO BY2. <br /> EXAMPLE: DES�GN LOAp=30psf <br /> OQOR W ID7H=16tt <br /> LOAD•PER JAMB=3dpsf x i BfU2=2401b/ft <br /> I 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-Q"MAXlMUM pOdR HE(GHT. <br /> 5.DdOR JAMB TO BE 2xS OR lARGER NO.2 GRADE SPF(SPEGIF�C GRAVlTY>=0.42) <br /> LUMSER OR BETtER MOUNTED TO SUPPORT STRUGTURE. <br /> (F MOUNTING OVER DRYWALL,WGREASE FASTENER LEtVGTH TO ACN(EVE MINIMUM REQUIREd PENETRATlON. <br /> 6.DESIGN OF THE SUPPORT STRUCTl1RE SHALL BE TNE SOLE RESPONSlB!!.lTY C7F THE BUlLDfNG DESIGNER <br /> ' AND SHALL BE DEStGNEd FOR THE JAMB LOAQ LlSTEQ IN A80VE TAB1.E AS CALCULATEQ PER NC1TE 3, <br /> Digitalfy signed byJohn�.Scates,P.E. <br /> Approved Date:2Q15.02.20 09:57:27-06'Od' <br /> John E.Scates,P.E. <br /> 3121 Fairgate Dr. <br /> Cerrailton,7X 75007 <br /> FL pE 51737 TX PE 56308/F2203 Revision P16 <br /> �I <br />