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<br />- ALUED ruSE & CONDUIT CORP,-
<br />2 1/2- DIA..12 GUAGE'. $TE~L COlUMN,
<br />(MAX, SPACING AT ~O- C.C.)
<br />Y1ElD:a~O,OOO P.$.I,
<br />TENSllE..66,OOO P.S.I.
<br />
<br />OPTIONAL STEEL SIDING OR EQUAL
<br />
<br />J- X 2- X J/16- STEEL .4 BASE
<br />-U.S, ANCHOR- 1W1236 ,
<br />(1/2--13 X 3 3/.-) WEOGE ANCHOR
<br />USE (1) ~THIN .- or CQlur.ANS.
<br />PULLOUT STRENGTH21,4-50 P,S,I,
<br />SHEAR STRENGni::s12.200 P.S.I,
<br />
<br /><1
<br />
<br />d'
<br />
<br />6- X 6- REINFORCING
<br />'MRE MESH.
<br />
<br />.- MIN, CONC, SlAB (3000 P.S.I,)
<br />
<br />-ALUED ruSE & CONDUIT CORP.-
<br />TYP, 2 1/2- DIA-,12 GVAGS, STEEL COlUMN (MAX. SPACING AT 60- C,C,)
<br />Y1tL02~O,OOO P.S.I,
<br />~SlLE::s56,ooo P.S.J,
<br />
<br />-ALUEO ruSE & CON~IT CORP:
<br />TYP. 2 1/4- DIA., 11 GUAGf, STEEl! STUO, WELDED TO SASE.
<br />(MAX. SPACING AT 6q- c,c.)
<br />Y1ElD=-W,OOO P.lI.
<br />TENSllE::a~'.Ooo P,S.!.
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />151' -0- MAX.
<br />fA-
<br />. . .
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<br />
<br />.
<br />
<br />3- X 2- X J/16- STEEL .4 BASE
<br />
<br />
<br />I ~DICA TES ANCHOR OR
<br />i WEDGE ANCHOR
<br />PLACEMENT.
<br />
<br />.
<br />
<br />3b I h-h'b
<br />
<br />-ALUEO ruBE ,& CONDUIT CORP"
<br />2 1/2- DIA,,12 GOAGE, STEn COlUMN.
<br />(MAX. SPACING AT 60- c,c.)
<br />Y1ELD2~.OOO P.S.I.
<br />TENSILE:a5',OOO P,S.J.
<br />
<br />
<br />_GENERAl. NOTES
<br />
<br />" ALL CONC. WORK SHALL BE -'.000 P,S.I. AT 28 DAYS,
<br />2, MINIUM SOIL BEARING SHAlL8E 2.500 P,S,F'.
<br />3, THE SOUTH flORIDA BUilDING CODE CHAPTER 23,
<br />SEPT.l. 1992 EDI nON. ANO SUPERSEDES CHAPTER 12.
<br />1991 SBCCI EDITION. 3rd PRINTING,
<br />
<br />OPTIONAL STEEL SIDING OR EQUAL.
<br />
<br />J- X 2- X J/16- STEEL 2\. BASE
<br />1/2" SOlT AND WASliER ~
<br />
<br />
<br />.- X .- P. T, PINE
<br />
<br />DESIGN LOADINGS:
<br />ROOF = 33 P.S.F. at 15' to 25' HEIGHT.
<br />'MND LOAD = fORCES FROM 120 M.P.H.
<br />THESE PLANS ARE ARE IN COMPLIANCE WITH
<br />SEC. 1205 Of S.B.C. fOR THE ',0 M.P.H,
<br />WIND ZONE.
<br />
<br />J- X 2- X J/16- STEEL 2\. SASE
<br />
<br />II
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<br />
<br />TIE-DOWN ANCHORS
<br />- ANCHOR-SUR- 136SHEJ4
<br />MIN. 36- LONG AT 60- O.C.
<br />(HOLDING POWER IN NORMAL
<br />SOIL 2,500 LaS, EACH,)
<br />
<br />l
<br />
<br />.- MIN. CONC, SlAB (3000 P,S.f,)
<br />
<br />VARIATIONS OF SECTION A- A
<br />
<br />J. = " - 0"
<br />
<br />-", '-- ':":;:-:;:;:-~"".':~",-"-__....,,,.......'" .-.. .."J"-.-.v
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<br />~~.~_":~ 'W-~--CJ- -
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<br />
<br />DESCRIPTION:
<br />BENT PIPE FRAUES AT 60- O.C. COVERED BY 26 GA. CORRUGATED STEEL.
<br />(SHEETING TO BE CONTINUOUS OVER rnREE OR UOOE SUPPORTS)
<br />
<br />
<br />COlU~N SCREWS 1/.--" x ,-
<br />TENSllf STRENGm-J.&60 lBS,
<br />SHEAR ST~(NGrn22.575 LaS.
<br />
<br />LAP SCREWS 1/4--14 X 7/8-
<br />
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<br />> 3
<br />
<br />29 GA, STEEL ROOF TO UEET saCCI BlDG,
<br />CODE REOUIROAENTS.
<br />26 G..., STEEL ROOf' ro MEET soom fU. BlDG,
<br />CODE REQUIRE!JENTS. '
<br />
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<br />
<br />- "'WEO ruSE & CONDUIT CORP,.
<br />2. 1/2>>t .12 GVAGE. PIPE FRAME
<br />Y1ElO:a50.000 P.S.I,
<br />'- TENSllE::a56.000 P,S.f.
<br />"'- RAfTER SECURED TO COlU!.4N ~tH
<br />-IN(ASCO>> J/8>> X J- BOlT, BOTH SIDES. (w.)
<br />P~OOf' LOAD..~.OOO P.S.I.
<br />WEDGE TENSILE STRENGTH"120,OOO P,S.I.
<br />COlUMN SECUREO TO BASE WItH
<br />2. COlUMN SCREWS 1/4--14 X ,>> (T'fP.)
<br />TENSILE STRENOni"J.~O laS,
<br />SHEAR STRENGTH..2.575 LBS,
<br />
<br />~-'I:
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<br />SIDING OPTIOOAL, -
<br />,
<br />SECURED SA~E AS
<br />~oor, i
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<br />25'-0. (MAX,) 'MDm
<br />
<br />TYPICAL SECTION 1/4":a 1'- O.
<br />NOTE.: SU: SECTION A-A 'OR ANCHORING DUAllS, '
<br />
<br />
<br />J- X 2- X J/16- STEEL 4 BASE
<br />
<br />{)f-J:
<br />
<br />7<8'0-6 cf;< ~
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<br />FER8A6J\ENG INEE1UN(}, INC,
<br />200 w. 'M~, _<iN.,., $tt AVL -' OtlANi>. n,l ~. ,.'IOA . ~an.Q
<br />P.O. 80X 2~1$ 904/,1J~$1~ .
<br />
<br />R.~. H-94 typical a~V:iJt:C 8~ort Details
<br />BY DATt for Qpen Ends
<br />DATE: 2~a-9j PRMOT NO. B~EWERl
<br />SCALE: AS SHOWN DRA'MNG NO.
<br />ORAWN BY: R.l.E, SHEET 1 of 1
<br />
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<br />COLUMN & STVD PLAN lor CARPORT-GARAGE
<br />
<br />,
<br />
<br />: 1/4. = ,'- 0"
<br />
<br />As Manufactured By. J.A. BREWER
<br />Crescent City. Florldo
<br />
<br />RE'v1SED
<br />
<br />
<br />NO.
<br />APP~OvEO BY:
<br />
<br />-' f#/~~___7..:?!.~?'1
<br />. ,AAP J. fER8AA.... P.E.
<br />R(c); f\A. WG1NEER NO, 119&5
<br />
<br />n. NQI'l'.. \JiItOO. \ $Rt'llU1
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