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06-5317
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06-5317
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Last modified
3/6/2009 3:39:40 PM
Creation date
5/3/2007 3:49:04 PM
Metadata
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Building Department
Building Department - Doc Type
Permit
Permit #
06-5317
Building Department - Name
SMART,B.F.
Address
38743 5TH AV
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<br />05/03/2004 12:13 <br /> <br />3525180357 <br /> <br />~., .-~.' ~ :.........._.._~--- .,,_......_-.....--............~. ... ~ - -, _..- ~.... .--'.- .~ ,. . <br /> <br />Test Results: <br /> <br />1I'iJragr~pJJ <br /> <br />T,tle arrest -_J~st Method <br /> <br />Test Specimen #1: (Co1ilinu-cd) <br />U.m~()Ua[ Pcrfl)rm.mc~ <br /> <br />RC$ull5 <br /> <br />4.3 <br /> <br />"Valer RcsislJince (ASTM E 547-0m <br />(\v;th and withollt screen) <br />WTP := 5.3 psf No leakage <br /> <br />PAGE 07107 <br /> <br />{ll..+11)79Ql <br />I.age :; of tl <br /> <br />A llowcQ <br /> <br />No h.:ukage <br /> <br />Unifonn Load Deflection (ASTM E 3:~O-97) <br />(l\'leastlcemcnts reported were taken on the meeting rail) <br />(Loads were held tor 33 seconds) <br />((ii 35.3 psf (J1osith..e. <br /><~l 47,2 psf (lll.."Jati 1,.'1.:.) <br /> <br />4.4,1 <br /> <br />0.$1"* <br />0.91'"'' <br /> <br />*E.u:eeds 1.-."]75 fot tlcflcClio1!, /l1Ir m~el!; all mhll/" '1~/uir~.nI~flfS, <br /> <br />0.16/1 max, <br />U.26" ma........ <br /> <br />Uuilonn Loatl Structural (ASTM E 3-30-97) <br />(Measurements reported were t.aken 01' the mcetjn~ rail) <br />(Lo3ds were held for 10 seconds) <br />(ill 53.0 PSf(po5itive) . <br />@: iO.8 p~r(negalive) <br /> <br />44.2 <br /> <br />Test SDedrnen #2: H-R30* 39 x 9(1 <br /> <br />Op\iQ1Jal P~J (Qj1l1aJ1C I! <br /> <br />0.11" <br />0.14" <br /> <br />U.18" max. <br />0.18" nux. <br /> <br />Uniform Load Deflection (ASTM E 3:;U-97) <br />C\-tCB.SUTements reported were taken or the meeting. rail) <br />(Leads were held for 42 second$) <br />@ 33.:1 psf(posirive) <br /><Ii: 34.1 psf(nega1.ive) <br /> <br />4..4-.1 <br /> <br />0.31"* <br />0,27"'* <br /> <br />+Excee,is Vi 15 for tte:(1~('lhw_ bur mee!s all u(he.r riJc/uinmumts. <br /> <br />01\" max. <br />0.21" max. <br /> <br />Uniform Lond Structural (ASTM E 330.(7) <br />(Measllremenls reported were taken or the meeting rail} <br />(Lo-..ds were held for to seconds) <br />@ 50.0 psf (positive) <br />~~: 52.} psf (negative) <br /> <br />4.4.1 <br /> <br />0.02" <br />dJ.Ol" <br /> <br />{'J.l 5" max. <br />0.15" max, <br />
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