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14-15779
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14-15779
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Last modified
8/31/2015 10:13:56 AM
Creation date
8/31/2015 10:13:54 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15779
Building Department - Name
HIGSON,MARGARET E
Address
5929 13TH ST
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i • �VI 11������ <br /> a�a���s A�o7 Henoer�aR Hoaxea ANGtioFi BoLTS N NoRMAL WEIGHT GONCRE7E <br /> hAAXiMUM SPACiM1lG OF ANC R BOLTS PER JAMB(iN} <br /> LdAO PER 2004 PSI 2500 St 30D0 PSi <br /> JAM6 LB! NOTE3 CONGRE7E CQNCR TE CCJNCRETE <br /> 100 24 24 24 <br /> 120 24 24 24 <br /> i44 24 24 24 <br /> i60 24 24 24 <br /> 180 24 24 24 <br /> 200 24 24 24 <br /> 220 24 24 24 <br /> 2dd 24 24 24 <br /> 260 2d 24 24 <br /> 280 24 24 24 <br /> 3Q0 24 24 24 <br /> 32Q 24 2d 24 <br /> 340 24 2d 24 <br /> 360 23 24 24 <br /> 380' 22 24 24 <br /> 4QQ 20 24 24 <br /> 420 i8 24 24 <br /> 44d 19 23 24 <br /> 460 18 22 24 <br /> 484 17 21 23 <br /> 50Q i6 20 22 <br /> 520 16 2d 2i <br /> 540 15 19 20 <br /> 560 14 18 19 <br /> 580 14 18 'i9 <br /> 600 13 17 18 <br /> 620 13 16 't8 <br /> 640 18 16 17 <br /> 664 12 15 16 <br /> 68d 12 15 16 <br /> 74d 11 14 i5 <br /> 720 ii . 14 15 <br /> 744 i 1 � 14 15 <br /> 760 ii 13 14 <br /> 7$0 10 i3 i4 <br /> 800 10 13 13 <br /> 1.BASE�ON 318"0 A307 HEADED OR HOQKED{1.69°M1N.HO K LENGTH}ANCHOR BQL7S WITH A 1"C1.D.WASHER <br /> WITH A MINIMUM EMBEDMENT DEPTH OF 3°AND A MlNIMU EDGE DlS7ANCE OF S". <br /> 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUlREO TO AINTAlN MAXlMUM 5PAClNG AS S}-tC1WN IN <br /> TA6LE WI7H A NINIMUM OF TNREE(3)ANGHOR BOLTS PE JAMB. ANCHOFi BQ�TS AT TOP AND 80TTOiv1 <br /> OF JAMB SHALL BE PLACED A MAXIMUNI OF 6"FROM'fHE ND OF THE JAMB. <br /> 3.LOAD PER JAMB CALCULATED BY 7AKlNG DESlfN 1.0A0{P F}T1MES DQt1R WlDTH{hl'}QiVlDED 8Y 2. <br /> EXAMPLE: DESIGN LQAD�30ps# <br /> DOOR WiDTH=i6ft <br /> LOAD PER JAtv1B=30ps€x 1fifU2 24ptb/fi <br /> 4.CHART!S BASE�QN 6'-6"MINlMUM AND 24'-0"MAXIMUM D OR HEIGHT. <br /> 5.OOQft JAM6 70 8E 2x6 FJO.2 GRADE SPF t�UMBEFt OR S ER MOURlTEd D1REC7LY TO SUPPOFi'i`STRUCTURE. <br /> 6.DESIGN QF THE SUPPOftT STRUCTURE:SHALL BE TNE SOL RESF'ONSiBiLiTY OF THE BUILD(NG DESIGNER <br /> AND SHAL�BE DESIGNEQ FOft TtiE JAMS LQAD LtSTED iN BOVE TABLE AS CALCUiATED PER N07E 3. <br /> 7.CAI.CULATIONS CONFflRNi TQ ANSiIAF&FA NDS-20d5 AND Ci 3ie-05,APPENDtX D. <br /> I <br /> � A roved <br /> Mark R.Barrow,PE <br /> Flor+da License No.57389 <br /> Wayne daltvn Carp, <br /> 3395 Addison Orive <br /> Pensacola,FL 325id Rsvision F8 <br />
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