HomeMy WebLinkAboutDocumentation_Board of Adjustment_Tab _03/11/2013 (3) _ _ _ _ -
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GATE GOLI�`�l9 WITH GA9T 9TONE OR 91MULATED ^���-�'1-' FOFTIED CAP OR�-BLOCK pLANNIN(] • C.HAPHIGS
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6T�GG0 AND PAINT,TTP. �`-- ---�- fiTllCCO AND PAIµ7,TYP. _ '
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v DUR•O-WAL EVERY CGUR3E � I j - � ��'. `
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Design Criteria and Material Qualiry ���51��*
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GA9T BTONE CR 91MJLA7ED CONCRETE: ALL CLYJCRETE 9HALL BE NOR`IAL WEIGHT(U9D TYFE GO�CRE'E)ILITH A 1111.I1
CA9T 97GNE CA MINII";L'M STRE�GTN OF 3e'd0 P51 0 18 DATS. 719.13
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v / , REI4FORCI�G 97EEL: ALL REINFORGI�'G BARS SHALL BE GF NEW BILLET STOCK,
_��_� iW0 5 R�BAR EAGH WAY IN CG�FOR'II�G WITH A9TM A-615 GR4DE 60.
FOF3IED GAP OR U-BLOGK
GG�CREiE PROTECTIG\FOR Rr.IN'rORCI�G BARS:
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IXdE 5 vERTICAL REBAR IN THE FOLLCIL':�G MINIf'W�`I CONCRETE COYERAGE 9HALL BE FROYIDED IF NOT SHOLLN ON
�� EACH GOtB:ER,FILL GELLS CON9TRUCTIG�DR4WI�G9:
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SLABS ABOVE GR4DE MIN.3/4 InCHES
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Cq�GRETE BLOCK WI7H BELOW GRADE MIN.I I/1 IhGHES
DUR-O-WAL EVERY COUR9E MASONRY: ALL MASCNRY SHALL BE GONCRETE BLOCK UNIT9 GC\'Fp�I�G TO A�TM C-'�'J,
I I I PLAGEC IN�UNNItnG GCND PATTEFAIS WITH 7YP['S'MCP.TAR ANG f�E��'�-oRCED WITH
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I I I I MMUFACTl1RER9 BPECIFICATION9
WIND:Id0 MFH 3 SEC.G-UST,EXPOBIIRE G,IMPORTANGE FACTOR.11 �
FINI9H GR.4DE DE5'GNED TO CO\FOp`1 i0 THE FOLLCWING COpES:
!`�_ �.��. I I I I �- - LAP BAR9 74' -Z010 FLORIDA BUILDI�G CODE
��� y� FCl1R'5 REBAR EACH WA7 IN -BU�LDING GODE REa:11REMENiS FOR REIt�rCRCED GCNCF2EiE(ACI 318)
� -- ~� ��}"•+� - 9p.a,D p3�GpryGRETE FOOTI�G -NATICNAL GGNCRETE MASOURY A550GIATICN MAI:UAL CF 9TANDARD PRACTIGE FOR
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-AMERICAN iNSiiT�TE GF STEEL CO�Si�1CTiG� [A.i.S.G.J
jjf ii I '-II I- - Gp"�PAGT 9UBGRADE TO 95x.DEN91Tl' -NATIGNAL DE51GN SFEGIFIGATIO�S FOR WOOD CGNSTRUCTION,LATEST EDIiIDN AND
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- - SUPPLEMENT lDESIG�vALUE9 FOR UJOCD CC�STRUCTION lNF.P.A.)
8' 1' 0' -NATIG�AL ELEGTRICAL CCDE lN.E.GJ
-AMERICAN 90CIETY OF CivIL E�GINEERS lASGEJ
SOIL LOAD:DE5!GNED TO 75m0 P.9F.
(,, VEHICULAR GATE COLUMN DETAIL DE5IGNED BY RATICNAL ANALY515 �,eET,
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