|
<br />
<br />/
<br />
<br />2..0'
<br />
<br />3 - 1/'" I .- loq boa, .;th 1 1/.-
<br />~d~ ..-o~ II<< 4' p.:i1e! across ~.
<br />tile front ",d 2~' o.Co 0019 si<es _________.
<br />0( # , 0 x ..- set' e'f1 0 '2' O.c. (4) -------.....
<br />
<br />t~
<br />
<br />-1
<br />
<br />~si;er
<br />
<br />/ s.. ,wi '9""
<br />
<br />-~..<.--.
<br />
<br />.. .
<br />.:. :: .:::: :. ~
<br />
<br />.,;"'" .
<br />
<br />'.
<br />.... ~
<br />. ". ',. '
<br />... . ....
<br />. " .'
<br />
<br />
<br />. .
<br />...~... - .:. "...,'
<br />
<br />5' stf1Jchutj tlSIJl(lted cfurninum
<br />roof (.~k-(;(l) or j- x 12- par~.
<br />
<br />0,050' t;.p!ccl
<br />
<br />_ ,'.f.. ,~~,'
<br />. '. .
<br />".' ...
<br />~ ," .... ~.:", "
<br />
<br />:1'.' t:-... ..,
<br />
<br />.' '". .'
<br />. ...
<br />~ .'
<br />
<br />I
<br />
<br />3.rt
<br />
<br />+
<br />
<br />'H-
<br />
<br />
<br />
<br />S~~I he~c.el' atlocr,ed to
<br />1" )( 2- ;( ,0<<' o.b, wit~ min.
<br />2 , 10 x ,. s.m.$.
<br />
<br />Upright heights
<br />
<br />L
<br />
<br />T}',Jiccl fc~tenin9 detca
<br />t x t 0( 2- x 3' wdls
<br />fIX gloss. screen or
<br />vin~ rooms.
<br />
<br />2' x 2' x 0,044'
<br />2' x j' x 0.050'
<br />
<br />" x "t' x ,0<<" ~ bock
<br />Qttcdi~ to froot p,st ~ith
<br />110 x 2' s.m.!. m,)x. 0' from
<br />ecd1 purlin 01"4 24" o,c.
<br />
<br />, SC:COON P,~Cf'ERr:ES
<br />
<br />Sx = O. 4-~2' in. 3
<br />Iy = 0.342' in. 4
<br />A = 0.622' in. 2
<br />
<br />~
<br />~
<br />~
<br />
<br />V')
<br />
<br />~
<br />:I:
<br />
<br />
<br />2.0'
<br />
<br />Ait",,!."1.' ,r" ~
<br />
<br />1--
<br />
<br />SdeMC~ PJrlins cttad':ed to
<br />l' x 2- Op'9n be<:k 'fith min.
<br />2 # 10 I " s.m.$. n SGre'1l
<br />lmses or aHem<Jte "1." clip.
<br />
<br />
<br />x
<br />
<br />x
<br />
<br />~ ~.
<br />?~ ~ ~
<br />~~.i- .~ \~ ~
<br />~ ~ cif.~~
<br />l'l..cF ~r"
<br />~ c,~
<br />
<br />
<br />
<br />
<br />
<br />2x_
<br />
<br />X
<br />IN
<br />
<br />t" x t, 2" x J', 3" x 2"
<br />hoBo.. See 5p<:l1l tables ~sts.
<br />
<br />2.0-
<br />
<br />+
<br />
<br />"W'
<br />
<br />"1."
<br />
<br />1
<br />
<br />1/"" 10<3 bclts i1. ~ood ded<.
<br />
<br />\
<br />
<br />Upri4tt hei91ts
<br />
<br />L
<br />
<br />'~
<br />
<br />front and side bottc:m rails cttoched
<br />to coo-=retelrith 2 1/"" x 1/4"
<br />Thulid~dt n coocrete or
<br />3' # 10 sa-e.. i'ttarood.
<br />
<br />'H'.
<br />
<br />j
<br />
<br />5rCiiOO PROPS~T1ES ~.
<br />
<br />1x_
<br />
<br />VCf~ ('l() mot. 8ev, slab .x 00
<br />
<br />"t" = 0.04-0"
<br />
<br />S:-O.220in~T--
<br />I = 0.220 in. 4
<br />A = 0.415 in.2
<br />
<br />" 1/ft' 109 Wts " .000 &!d<~
<br />
<br />l~
<br />
<br />VftR.ES
<br />
<br />TABLE 1 KAt. ROOF p~~ 3P~~3 FOR 3CREE~ OR VI~YL ROOM3 &: CARPORTS TABLE 2: MAX. FRO~T WALL BEAM SPANS SCREEN & GLASS ROOMS
<br />OPE:f BUILDING SPA." USE ~A~. A3 SHOW~ ON DRAWUG3 R1W) SPA.'f BELOW 6063 T-5 ALLOY
<br />. FOR S?AN= L O~ DRAWING USE LARGER OF: "A"=S/2 + OVERHANG OR S/2
<br />ALlJl1UIN1.i?t ALLOY 310' ft-18 l1INIM\i?t 18.000 PSI Y1BLD SiRBNGTH BEAM SIZE EXAMPLE: FOR ",,":5' + ":6' GO TO 6' WIDTH "t.."
<br />PA.13IlB liAIII1Ul1 SPA.'iS Foa LOADS &: O.H. 3PECIPIBD WIDTH "t.." 100 MPH '14. LOAD 110 HPH 'II. lOAD '20 MPH W. LOAO.
<br />3.0"1 l1~X 0.016 NO O.H. l' O.H. l' O.H, 2"X 2"X 0.04" EXT
<br />--r0011PH't. LOAD 13'- 6~ 13'- S" u,-p- 5' 6'7"
<br />110 ~H It. LOAD 11'- 3" 11'- ,. 11'-11" 6'EXAMPLE: L= 6'0"
<br />110 /1FH W. LOAD 11'- ~.. 11'- .5" 11'- 0" 7' 5'7"
<br />J,O.I 1rX 0.031 S' 5'2"
<br />--roo ~H It. LOAD 1.5 ' _ P 1.5 '- 3" l.5 '- 1" 9' 4' ""
<br />110 I1FH "If. LOAD 13'- 9" 13'-10" H'- ~.. 10' 4'8"
<br />110 I1l'H "If, LOAD 11'- S" 1]'-10" 13'- ~.3"X 2"X 0,05" EXT
<br />5' 7' 9"
<br />6' 7'0"
<br />NOTE: 0.016" PA.'iS WITH SPANS GREAl'"ER THA.'f 10' SHA!J., BS SLOPED AT A 7' 6' 6"
<br />I1ISI/'ful1 OF 3/4" PBa FT. S' 6""
<br />9' 5' 9"
<br />10' 5' 5"
<br />
<br />The structural additions as shown in this engineering
<br />package are designed to be married to a ~anufactured
<br />Home structure. The pie~ suppo~t system for the
<br />~anufactured Home Unit as referenced by the DMV Rule
<br />l5C-2.0072 and the ~ational Manufactured Housing
<br />Construction & Safety Standards Act 3280.306 is
<br />adequate to handle the additional strl1ctur~1 load
<br />trans~itted to the Manufactured Home structure by
<br />the structural addition.
<br />
<br />5'7"
<br />5'5"
<br />4'8"
<br />4'5"
<br />4'2"
<br />3' 11"
<br />
<br />6'0"
<br />S'S"
<br />5' 1 ,.
<br />4' 9'":
<br />4'6"
<br />4'3"
<br />
<br />,.,... .....
<br />r':. .___~-
<br />
<br />MEETS THE REQUiBE~iE~frS.'
<br />OF CHAPTER 1295 S,~C.~~.f;rr. ..~
<br />MEETS THE R~Q9iBtM~~ 1.
<br />m TANU~.c~..!.~~.x.or.... -..
<br />\ ... .... ~-r..\SI~ fZ .. . C ",'"
<br />
<br />1/ 3,:..-; (,~~*;~1r> .-u~;) 8
<br />
<br />6'6"
<br />5' ,,"
<br />5'6"
<br />5'2"
<br />4' '0"
<br />4'0"
<br />
<br />7'0"
<br />6'5"
<br />5 ' 11"
<br />5'7"
<br />5'3"
<br />5'0-
<br />TOLERANCES
<br />
<br />The pan spans shown are calculated on the _orst case
<br />load of _ind uplift or 20~/sf live load.
<br />
<br />
<br />STANDARD MILL TOLERANCES APPLY
<br />
<br />APPLY
<br />
<br />STA HILL
<br />
<br />DATE
<br />
<br />OESCR:? noo
<br />
<br />LAWRENCE E, BENNETT
<br />0'11. ENGHEER a: DE'taOF\lENT COOstUmT
<br />P.O. BOX 4.3€8 S. OA'fi'CNA, n. 32121-~8
<br />PHQiE: (904) 25J-9S6Q
<br />
<br />SCREEN, GLASS
<br />AND VINYL ROOMS
<br />
<br />JOHN L, 81\11 TH CONST,
<br />37326 Rutledge Dr,
<br />Zephyrhills. FL 33541
<br />
<br />.......
<br />
<br />.~>
<br />
<br />RE\1Sl00S
<br />
<br />'-
<br />
|