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16-17232
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2016
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16-17232
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Last modified
10/31/2016 11:38:31 AM
Creation date
10/31/2016 11:38:30 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
16-17232
Building Department - Name
GIBSON,DUANE E
Address
5637 BEECH ST
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i <br />�� <br />' SCHEDUI.�3 ` <br /> 3/e"1"d A30'7 HEADED OR NOOKEA/�NCHOR BOL'fS lN NORMLLL WEIGHT CO1�lCRETE ' r- . <br /> MAXIMUM SPACING OF ANCHOR BOLTS PE3 00 pS�(IN) e <br /> 2000 PSI 2500 PSI GONCR�T� <br /> l.OAD PERoTE3 . CONGRET� ' <br /> JAMB LB/FT CONCaE7E 24 24 <br /> ioo 24 24 24 <br /> i20 24 ' 2¢ � 24 <br /> i40 24 24 24 <br /> 160 24 24 <br /> 24 <br /> 1 BD 24 24 24 .. • <br /> 200 2¢ 24 24 <br /> 220 24 24 24 <br /> 240 24 24 24 <br /> 260 24 24 24 <br /> 280 2¢ . 24 24 <br /> 300 2¢ �4 <br /> 320 24 24 24 <br /> 340 ' 24 24 <br /> 360 23 24 <br /> 22 24 <br /> 380 24 24 <br /> a�oo 20 24 <br /> 420 19 24 <br /> 19 23 24 <br /> 440 22 24 . <br /> 460 18 ' <br /> 17 21 � 23 '; <br /> 480 20 22 <br /> 500 is � . 21 <br /> 520 16 20 <br /> i5 19 20 <br /> 540 18 i9 <br /> 560 i4 19 <br /> 580 i4 i8 <br /> 13 1� 18 <br /> 600 16 j$ <br /> 620 13 j� <br /> 640 13 16 <br /> i2 15 'i8 <br /> 660 1� y6 <br /> 680 12 • • 15 <br /> 700 ii 14 <br /> .ii 14 i5 <br />, 720 14 j5 <br /> 740 ij i4 <br /> 760 �� 13 <br /> 13 14 <br /> 780 i� �3 <br /> 800 10 13 - <br /> 1.BASED ON 3l8"Q!A307 HEADED OR HOOKED(1.6'9"M(N��U��pGE D�HSTANCEOOF OLTS WITH•A 1"O.D. WASHER <br /> WITH A MINIMUM EMBEDMENT DEP7H OF 3 AND A M <br /> 2.PROVIDE QUAN�N�M�M OF THREE(3)ANCHOR SOL7S PER JAMBAIAN'C�OR BOL7S AT 70P AND�BOTTOM <br /> TABLE WI7H A M <br /> OF JAMB SHALL BE PLACED A MAXIMUM OF�"�ROM THE END OF THE JA B. Df Vf DED BY 2. <br /> 3.LOAD PER JAMB CALCULATED BY 7AKING DESIGN LOAD(P5�TIMES DOOR WIDTN(FT) <br /> EXAMPLE: DESIGN LOAD�3ops! <br /> DOOR WII7TH=16it . <br /> LOAD PER JAMB�30psf x 16ft/2=2401b/(t <br /> 4,GHART IS BASED ON 6'-6"MINIMUM AND 24'-Q"MAXIMUM DOOR HEIGHT. <br /> 5.DOOR JAMB 70 BE 2x6 N0,2 GRADE SPF LUiviBB�7HE SOLE R SPONS B1L(�TY OF TH6 BUILDING DE IGNER �� <br /> 6,DESIGN OF THE SUPPOR7 STRUGTURE SHALL <br /> AND SHALL BE DESIGNED FOR THE JAMB L�DS-2005 AND ACIo3i8 05,APPEND X DU�T�p PEft NOTE 3. <br /> 7,CALCULATIONS CONFORM TO ANSI/AF&PA N <br />' a roved � <br /> Mark R.Barrow, PE ' <br /> Florida L•icense No.57389 <br /> IWayne Dallon Corp, Revlslon PB <br /> I �sqs Addison Dfive <br />� <br />
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