<br />M.AI, ROOF ,~ ~ ~.l! ~~ (~)
<br />.;LuMl~ji<U1"l I,O\JSTln' "TAI'OARD' ,IO)-Hi',
<br />~ ~p~ :: .:.!.: A.:5 ~HO.l'( Q!!
<br />!lOO..H. S"O.H.
<br />IS'-'- 11'- '"
<br />10'- J" 10'. )-
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<br />11'- 11-
<br />II'. 0-
<br />10'. J.
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<br />IS'-
<br />10'-
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<br />SS'-
<br />10'-
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<br />
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<br />11'- f"
<br />10'- 10.
<br />
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<br />
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<br />
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<br />IJ'- 1- lJ'- ,.
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<br />ROO(1 "PAil : .:!-~ 'HO~H OJ! QRAwIKG' .
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<br />12'- 0"
<br />
<br />1"-
<br />13'-
<br />12'-
<br />
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<br />U'- 10"
<br />12'- 10.
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<br />1"-
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<br />13'-
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<br />12 '- 10.
<br />11'- 10.
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<br />
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<br />2"
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<br />1"'- 10"
<br />U'- 10.
<br />
<br />16'- U.
<br />1". 6.
<br />14'- ,-
<br />
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<br />16'- a-
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<br />16'- ,. 16'- 1.
<br />1"- O. 1"-'.
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<br />11'- I"
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<br />U'- a'
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<br />
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<br />1~'-
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<br />DEAD
<br />
<br />16'- "
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<br />I/a'
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<br />10'-
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<br />?
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<br />
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<br />10'- 6-
<br />
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<br />u.: ~
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<br />
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<br />6<l6) T-6 A.ll.O'C
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<br />
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<br />
<br />P,I," ,:51: L
<br />;-::.1"7;--x O.O~6
<br />!'oOru=;HW. l.O~
<br />1 . <l /'!Plf '. LOAD
<br />I) 0 nPl( ". LOI-D
<br />J...~ X "n:.:! 2.:.~n
<br />100,.,pH w. LOAD
<br />110 l'<VH II. LOAD
<br />1)0 MPH ". LOAD
<br />L.:.O-X IJ-X ~'6
<br />lQOe,.,p~-;;. LOAD
<br />11 0 I11'H II. LOAD
<br />120 MPH II, LOAD
<br />1.:.2..:1 12:1 ~ 0
<br />100 m>H .., LOAD
<br />11 0 rrPH II. LOAD
<br />120 MFH II. LOAD
<br />ALUHINIKUt1 ALLOT
<br />fAirITZE
<br />~ni:! 0.Ol6
<br />100 MPH w, LOAD
<br />110 twH II, LOAD
<br />120 tU'H w. LOAD
<br />,.O"r 1.]:1 o.on
<br />lOa nPH II, LOAD
<br />110 /U'lf II, LOAD
<br />120 MPH II, LOAD
<br />h~ I1-X 0.OJ6
<br />100 twH II. LOAD
<br />11 0 twH II. LOA.D
<br />120 IG'lf II, LOAD
<br />M:.! IJOr 0.000
<br />100 nl'li II, LOAD 17'-~"
<br />110 IG'lf II, LOAD 1"- ,-
<br />120 IG'lf II. LOAD 14'-'-
<br />ROT' AL ..LUH I NU11 'I1PD-'AJf f.6!!tY
<br />P;;;Ji'31 Zll iOOt1 :I P A.II
<br />1.'-X 12.r o.on ~ 2..:.. !!..
<br />100 nPKW. LOAD lJ'-."
<br />U'o /'Il'H II, LOAD 12'-'-
<br />lio /'Il'H II, LOAD 11'-.-
<br />~ D"X O.OJII
<br />100 I11'H II, LOAD
<br />110 twH II, LOAD
<br />120 tU'H w, LOAD
<br />l.:2:! 1.]:1 0.0'0
<br />100 ItI'H II, LOAD
<br />11 0 IU'H II. LOAD
<br />IJO IG'lf II, LOAD
<br />1.'-X 12"X 0.036
<br />100 MPH II, LOAD
<br />110 IU'H II, LOAD
<br />120 t1Pli II, LOAD
<br />
<br />7 '- 7'
<br />
<br />,...,2- .... ,-
<br />
<br />7 '-11-
<br />
<br />2-. 2-. O..().44.
<br />
<br />........- to.....-
<br />
<br />7'."- 7.- I-
<br />
<br />.a-. .a.. 0..0$.0- 10'- 2- ,.. ,.. ,'-10- 1'.2- 7.-11- ,'. ,- 7".2- .'-a..
<br />
<br />"-10' "_"
<br />
<br />2-,2-.0.0')- IJ'-10. 11'-10. 11'- 1- 10....- '.-11- .-- ,. ,-. 1- .......
<br />
<br />2-. J-. o.o~. 10.-.. ,'-11- ...,- ,'- ~- .--)- '''-1'- 7-- ,- )-..)"
<br />
<br />2'1 "1 0.030" 12'-10" 11'-11' 11'- I" 10'-,' .'-11" "- " .'- l' .'".'
<br />
<br />2-. ,... 0.010- 12-- ,. 12'. ,- 11--10. 11".2- 10.-.- 10.... 1- ,'... .-_)-
<br />'.
<br />. O<HOT(S 'HI: .....xl....... lPN/ 'CHI: n'IIVSIOH "ILL s,#N/ IIIlH OV' N<CHO<lS. I fl(COt1M(..o ....lL
<br />N"CHO<lS NO lUS T....... 2' O.C, N<O ~s INTO ~T( o<CJt "IlHIH ," (100< Slot: 01
<br />lP1'llOHtIo NQ .of 2' O,C, "INl........
<br />
<br />IoOnl' I. lOt,ASI 1lOOt<S' 'CHI: AOOlllOH D' 'CHI:' Al..UP'1...... 1I11<OOW r..~ NC THI: $TIlV(TIJI\#~
<br />S<P<'O'tT #000(0 TO 'CHI: lJP1tIGHf aT "l~ NQ 000<t rllN1(S Al..lO<lS lOt,ASS ~ 10
<br />Ie r..~o VSIHG I'I1HltV1 lP"ICl'<T NQ 1I1HOO1l IlOTTOf< S<Jl>9OollT 04 2'x l'.. 0.04'
<br />(ITIIVSIOtC '00' 'CHI: fl<QO(' "Al..1. ICArI NC ~IClHlS AS ~ OH TH( CO<lf!CSI'ONOltoG
<br />O<<""'IHGS N<O I<(I.AT(O tA~(I, 1'OO1T10tW. 2'X l. x 0.04' n\Jes ~L K AOO(J)
<br />\.HXI\ lie 1I11<OOW ~f MIL,
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<br />2, "1""- ~. 'CHI: SN-< Sll'V<:'C~ lOAOI.... AS K"CtH ,,~ IoP<'Llts, Llq;
<br />KIl(C" THI:' "1""- 1I1LL tLOV OVT .of IIltO V1:LOC1TT D' 'S TO 10 -,
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<br />"- ~.
<br />". '"
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<br />6'- '"
<br />"- 10"
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<br />
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<br />6'-
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<br />l"'l50ed
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<br />J pC' potIcf
<br />
<br />/ Msn(1"lll 1001 (See Getoi)
<br />
<br />2' x 4" Top ft
<br />
<br />
<br />6' x 6. - 10 x 10 ~'Vf'
<br />
<br />Tr9'<< 9'"'<(1 wr<eonc ond>o<1 and
<br />oIl"root" studs lop ond ~ttom
<br />
<br />2" , 4' studs 0 15' o.c.
<br />
<br />
<br />2" x 4. blodio9 o( mid-pc" (
<br />
<br />Awo~ sid'lClCl OS I~U..ed
<br />
<br />1/4' It J. rOO9 emb. c,p. "
<br />~S 0 24. O.c. ..ilh
<br />1/8' It 1 1/2. woshers ___
<br />
<br />L
<br />4.
<br />t
<br />
<br />_______ P.T, 2. I 4'
<br />
<br />wOOD rRAMED UnUTY OR FLORIDA ROOM
<br />
<br />2 inlerno' L's
<br />
<br />2 1/4. dio-rw:ler ~t6
<br />"oth 0I:I'ie..
<br />
<br />4 110 I 1 1./2" 9JS
<br />"oth 01:11 e
<br />
<br />Oeloi 0/ o'umn,m ~m
<br />/comnq .. 10 cO'nd' 0/
<br />"oed /caned uUity slled
<br />
<br />TABLE I: ~~x. ROOF AREA FOR ALUMI~UM POST FOR A HOUSE PORCH
<br />--FOR A[LO~ABLE ROOF AREA USE .AREA- - S X (~/2 + O.H,)
<br />EXAMPLE: "S"- 7' , 'II _ 12'. " O.H, .- 2' nruS: "AREA" . '6 SF
<br />1'05. TYpE MAX, ALLOW. ROOF AREA FOR VARIOUS TYPE POS. IN SF
<br />DESIGH LOADS ARE IIIHD_VELOCITY_LOADS_
<br />POST HGT POST MAX , iAhgQ~-~ IQ-~~ 'ISF ~ !l2 OE~
<br />3"x 3"xO.060" ROLL FORXIO'.
<br />-,.:-ij;---e,760--- 161
<br />
<br />l/~- ,h(u boll
<br />
<br />~',~.,0125.
<br />
<br />3"x 3",0.060" SCALLOPEO'
<br />-Io'=Io;-------io:ooo
<br />
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<br />100 MYH w. LOAD
<br />11 0 MY!( ". LOAD
<br />I ~O MPli II. LOAD
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<br />100 MPH ". LOAD
<br />110 111'!( w. LOAD
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<br />,". "r O.lj~" TU8E' _____________________
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<br />t"'~ - rno-:'Of\ry
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<br />
<br />i~1 ,a
<br />I F'v~
<br />~1'fAN 06 1993
<br />
<br />LAWRENCE
<br />
<br />E_
<br />
<br />BENNETT
<br />
<br />
<br />CIVIL
<br />PO Box
<br />
<br />ENGINEER a DEVELOPMENT CONSULTANT
<br />South Daytona I FI.32121-4368
<br />(904) 253-9960
<br />
<br />saG
<br />DRAWN
<br />LWB
<br />
<br />4368
<br />Phcne
<br />
<br />no
<br />
<br />SHEET
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<br />2
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