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15-16859
Zephyrhills
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Building Department
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2015
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15-16859
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Last modified
2/22/2017 11:41:04 AM
Creation date
2/22/2017 11:41:03 AM
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Building Department
Company Name
ZEPHYRHILLS COLONY
Building Department - Doc Type
Permit
Permit #
15-16859
Building Department - Name
DAVIS,DEBBIE E
Address
38708 CAMDEN AVE
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1 <br /> , � sc���u�.�� � <br /> 3!8"f�A307 H6AbEp OR HOOKED aNCHOR BOLTS IN�tORMAL WEjGNT CO�iGR�T� � <br /> , �t <br /> MAX4MUh�t SPAGlNG OF ANCHOR BOL'f'S PER JAMB (iN} <br /> l.(7Ai7 PEft 2oQ0 i'SI 2500 PS( 3000 PSI � <br /> JAMB LB/FT N6TE3 GONCFtE7� CONGFtE7� CQ2�lG�i�7E , <br /> i00 2d � 2b- 24 <br /> i20 24 2� 24 <br /> id0 24 24 24 <br /> 160 24 24 24 <br /> 180 24 24 2� <br /> 200 24 ��' 2�',. , <br /> 220 ' 24 24 24 <br /> 2aa 2� 24 24 <br /> 2H0 24 24 24 <br /> 280 24 24 24 <br /> 300 24 , �'� 2`� <br /> 320 2d 24 24 <br /> 3d0 24 24 24 <br /> 360 23 24 24 <br /> 384 22 24 24 <br /> 4'00 20 24 24 <br /> 42p i9 24 24 <br /> 440 1s 23 24 <br /> 460 i8 22 24 • <br /> d80 i7 2� � 23 ' <br /> 500 i8 • 20 22 <br /> 520 18 20 . 2j <br /> 540 16 i9 � 2Q <br /> 564 i4 18 i9 <br /> 5s0 14 ie i9 <br /> soa i3 17 1$ <br /> 620 i3 is is <br /> 640 i3 16 17 <br /> 66o i2 i5 `i6 � <br /> 680 i2 15 78 <br /> 70o fi 14 ' j5 <br /> 720 ,1'1 14 15 <br /> 740 1i 14 15 <br /> 760 i� 13 id <br /> 780 i 0 i3 i4 <br /> 8q0 10 13 73 <br /> r,aASED ON 3/B"OJ A3o7 HEADED OR HOOKED(i.6'9'�MIN.HOaK LENGTH)ANCHOR BOLTS WITH•A t��a.o, WASHER <br /> WI7H A MINIMUM EMBED�viENT DEPTH OF 3"AND A M(NiMU1vf ED�E D(S7ANCE OF 3". <br /> 2,PROVtDE C?t1ANTITY OF ANCHOR BOLTS AS REQUtRED T{?MAINTAlN MAXiMUM BPAClNG AS�HOWfJ!N <br /> 7ABLE Wl7H A MINlMUM OF 7NREE{3}ANGHOA 90LTS P�R JAMB. ANCHOR 801.75 AT 70P AND BO7TOM <br /> OF JAMB SHALL BE PLACED A MAXIMUM QF G"FFiOM TNE END t7F THE JAMB, <br /> 3,i.OAD PER JA�ie CALCtIC.A7ED 8Y TAKIN�DESlGN LOAD{PSF�1"fMES DO(�R WJDTH(FT}DIVlDED BY 2, <br /> EXAMPLE: LIESIGNLOAD.�3opsf � <br /> DOOR WIDTN=i8ft � ' <br /> LOAt�PER JAMB=30ps/x 1 sft/2=2441blft • <br /> d,CHART IS BASED ON 6'-6"MWfMUM AND 24'�0"MAXfMUM p00R HElGNT, <br /> 5.DOOFI JAMB TO BE 2x6 NQ,2 GRADE SPF LUtvfBER Oft BE"fTER MOUNT�D D1R�CTLY TO SUPPaRTSTRUGTURE, , <br /> 6,OESIG�t OF TNE SCtPPOftT STRUCTU��SNALL BE 7N�SOLE R��PONsteILiTY oF 7H�sUl�DlNG DESJGNEa <br /> AND SHA�L 8E DESlGtJED FOR TNE JAMB LOAD L18TED!N ABOV�TABLE A�GRLGULATf:D PEft NOTE 3. <br /> 7.CA�CULATlONS GONFORM TQ ANSI/AF&PA NDS-2005 AND ACI 3i8-05,APPENDiX D. <br /> A roved <br /> Mark R, Barrow, PE , <br /> Fiorida l:icense No,57389 <br /> Wayne Daltan Corp. <br /> z�4�artrtison C�rive , Revision P8 <br />
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