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<br />,----(6) 1/4' iAPCCNS/\JASH~RS&NL is 2'
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<br />ALUMINUM COLUMNS
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<br />DESIGN REQUIREMENTS
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<br />I ~(2) 3/8' iHRU BOLTS
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<br />/ ~11 GA INTERNAL ALUMINUM
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<br />DETAIL OF 3"x3"
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<br />3'X3' ALUM COLUMN EMBEDDEJ 21' MIN IN 'D' DIAx2' DEteP
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<br />~CENTRAL THRU COLUMN APPROX 12'
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<br />)'x2' ALUM BASE PLATE CTYP) I ENGiNEER'S NOTES -
<br />I BASIC 'w'lND VEloClTY 120 MPH
<br />IMPORTANCE FACTOR 0.77 i
<br />eXPOSURE CATAGORY B '
<br />' lNTERNAl PRESSURE CoEFF1CIENT.00 BUILDf"'G SU L t
<br />I DESIGN L.OADS FOR SCREEN RooF= 11 PSF .J~ nAL COMPo L Y WI' H
<br />, DESIGN LOADS FOR SCREEN wALLS. I~ PSF ALL APPLICABLE BUILDING
<br />II: ", I _ _ If~LM\"TR; D~S: PRESSURE CON FRAMES). 23 PSF ELECTRlCAL, PLUMBING A1-..iD i
<br />~ r ~ MECHANICAL CODES. !
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<br />OlArlV1 ~ I{ I r-.Dk DA DRa"ESS!::w.L [~lfoE:(1! LICENS('~9Ci ~3608 SHEET .3
<br />""'004 <=> -J. Custorn Home Plan Ser'L!tce I CONNECTION DETAILS
<br />c: __ 01 \...Ion 990CJ __AlLAS'fON DRIV(-DADE CiT'r',rLORIDA 3352'5
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<br />D rJ S D r I PASCO PERMIT SERVICE .~. . DES [GN/DRA"" I. CHECKED
<br />.o.Vlu"; ["lith" .r. E"GINE[R LICENCE '53608! SUZANNE BAHR 313-788-5314 G.vVSfAITH,P F.
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<br />~6) 1/4' TAPCONS/\JASHERS&NUTS 2' MIN
<br />\IMBEDMENT CORRCSlDN RESISTANT
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<br />3'x3'xT'
<br />ALUMINUM COLUMNS
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<br />DESIGN REQUIREMENTS
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<br />BASE
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<br />/ ~(2) 3/8' THRU BOLTS
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<br />OVER 6 MIL POLYFILM '.,.j/EDGES LAPPED 6'8.TAPED
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<br />NOTE NO FOOTER REQ'D EXCEPT \JHE,"-J ADDRESSING ERROSIDN
<br />4' 2500 PSI NOMINAL SLAB \J /0 FOOTER MAY
<br />BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
<br />H8.\./=S'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
<br />H8.w=12'x12' FOR GRADE SLOPES GREATER THAN 2N /12'
<br />NEw SLABS TO HAVE EITHER 6'x6'-:f!10/10w\JM ' H'
<br />OR FIBERMESH DETAIL Jv OF 3"x3"
<br />POST TO SLAB CONNECTION
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<br />1 I/~' MIN IMBEDMENT :N 3000 I,
<br />PSI CONCRETE i-------t,' I
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<br />24'MAX DC. __
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<br />I hereby certify -tho.t I ho.ve perforMed o.nd reViewed "this plo.n o.nd
<br />l-t -to Qe ,n COMplio.ncewi-th section 1609 of the ~lorido. BUilding Code.
<br />o.rd ASCE:: 7-D2 & sect'cr R301 of F"BCR 2004
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