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<br />Table 3,2,1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-Q
<br />
<br />Table 3,2,2: Allowable'Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br />load
<br />Width
<br />
<br /> < .. . II, 11'11 MOIIOW ... rUSlon
<br /> VY InCl lone
<br />Load 110< M,,",,n, I IU M, ,.u M, ,M, I 1.1) M,i",M, I 14U M,i",n,
<br />Width Applleo I.oao
<br /> n IJI::.q, ~L <J IJ IOq, ... ib IJ I::.q, -I. ,,~ IJI:>q, ~L Jij IJ i:>q, -\.
<br />Jij 10-IU 10'J '4.4 lJ., 1 <'J
<br />42 10.i 14 .. IJ .4 1"'1 11 .~'
<br />48 14 . 'J.J ll'o' -~ lu.,
<br />54' I.) .~ ll-o I -~ ~.
<br />bU I.) 'U .iU I '. lU-o ~-o
<br />bb 1<-0 -J IU" lU- ~-u
<br />i" "- IU-IU IU -. ~-I 0-0
<br />/0 I 1-0 u-o ,-~ ~ .J 0-4
<br />04' I I -U IU--.) ~ -0 0-11 o -u
<br />~:ru IU-O "0 ~ . 0'1 .~
<br /> . . 4' X U,U)U Ollow.."ruslon
<br /> VY Ino ..one
<br />Load 1102 MY,H, I 11U M,i",M, llu M, I.' M,i",M, I 14U M,
<br />Width Applleo Load
<br /> nll,oq, '.. 2J II I::.q, ~ \. lb IJ oq, 'L .. IJ I::.q, ~L Jb IJ I::.q, "..
<br />:35" lU-~ 10 . -~' 10-lU JO.
<br />42" 1~-J' 11-0 '0-, 10- I.)'
<br />48' 'i-1' '9 -4 10-0 I 14' 1j-.l
<br />~4' 10,1 10-0 14-0 IJ'-~- Il-~
<br />00- 11:1.; 14-" '-l:r.':,.- I 'J-() ,:,,,--
<br />6ij- 10-4 IJ'\ IJ. 1;1'-0 II.l
<br />/2' 14-" IJ-4 ,,,./ 11-11- lU-.
<br />/0' : 4, ,,,'IU ,,,. 11-0" 1U-J
<br />04' I J./ 1,,-4 -0 11-()" ~.
<br />~U' I.) -" '1 , -J lU'O' ~ .,
<br />NoU! s;
<br />
<br />l X" x U,UJ': HOllOW t.X truSlCn
<br />Wino LOne
<br />I-"'OZ'M:I-',H. I 11U IVl.t',H, 1;10 M, ,H, ,25 M_P,lf. ,~O M.P,H,
<br />ApplleCl Loaa
<br />lJ IJI::.q, n. 26.. I::>q, ~L l~ III::.q, ~L JI;) II/::.q,Fl.
<br />0-11 "'0 /-,,. ,.[
<br />0-J' , .~ 1-5- 5'-8-
<br />I'~ ' 'J 0-" 0'-;2"
<br />,... o-iV' 0", 0.10"
<br />0'" 0-0 0'.2- S./
<br />0-' o.J 5-.',- S'-;3"
<br />6-4' 0" 0--:;- S'.,
<br />0-' 0-' 0'0 4'-10
<br />S.IV 0-0 o-J' 4"0'
<br />0-0 0'" 04 4",
<br />l.' X;l X U,UJO ollow l:.:ltruSlon
<br />Wind LOne
<br />lU.l 1Vl,i",H. I 11U 1Vl,i", . 1 ,20 M,...,H. I ';10 1Vl....,H, I 140 1Vl, R
<br />Applleo Loaa
<br />,. R'/::.q, -I. 23.. I::>q, ~L 40 II I::.q, Ft. 291# ISq, Fl 36.. ISq, H
<br />~~ 10-3' I ~ -4 0"' cr-3' 1 -S"
<br />I' -"4r-, ..<0"" -----0-1 0" -r.<;--' o-:n-
<br />~' (l'.1()' 0'\ I" 1'-[ 5'-S"
<br />04 0-4 I -I I ." b-~' 0"
<br />;:~5j~~~::J:t w r-ll I-J 0" 5-S s-~
<br /><~ ~C:6~3 f-----fjo 1-( O. 0-0 0" :Hj
<br />
<br />~ ~ ~ ~ ~ ~ ~:~ = ~: 0:'~1 :~ 0:-::: o~-: '4~':~
<br />I ~_._ III I ~ (1!, ~~3::'~ ,~o: o~:~: I ,,:,;.~~:, I :~i~~::~~,:';::~ I ,~': :,~:
<br />
<br />
<br />", 1 ." ~ ~ 'v 1 .~ 1()'-L" "., ",1 o-~
<br />3~j:):):': 02 4;1' W-4' :.-~ 0-'" 0-0 T~
<br />
<br />
<br />I~i~~~~:~~!,:: :~ ',:: '::; ';-~ :~
<br />
<br />j ...; ~ .' ~ ~ 8 : ::l i (; cc 0 .J 1 -'0 / - , 0 -<l 0 -IJ
<br /><5:Cl~':I-:r:Cl"U"''- 1;1' 1'-11' I-L' o-~ 0-0 o.~
<br />16' -I 1;)-11 0-0 o.~ 0-<:>
<br />.4 (-4 0 -6 0 -J 0-1' S-4"
<br />f-----Su i.'. 0 -0 O' I S--:l' S'-[
<br />.l X.l x 01155 Hollow t:J<ltuSlon
<br />Wind LOne
<br />rwTM...,H, I ,1U IV "H. 1 120 M....,H_ I l~ M....,H, I 140 1Vl_ ,H.
<br />Applleo Loaa
<br />LJ II I::.q, -I. lb ~ I::.q, FL 29 # ISq, FL 36 # ISq, fL
<br />., IV-~ ~-11 6-
<br />lU-J'. "-6 . -~ o-J
<br />~'./ ". I 0- 1'-:;-
<br />:'-1 O~ 0" I.J
<br />a--I 0 -, /-0 b-11
<br />a'-" /-, IA 0-1
<br />i.Hi '-0 0-11 b-J
<br />(-i 1-, 5'-:". b'-(J
<br />i -J o. ,~ 0 -<:> 0 -11J
<br />/-IJ 0'/ o-J . '50
<br />
<br />JI;)'
<br />4L'
<br />~'
<br />04
<br />1;)0'
<br />bl;)'
<br />/"
<br />10
<br />0'+
<br />,,0'
<br />
<br />n~~L
<br />:,"'U'
<br />"-1
<br />a'-{3'
<br />. -IJ
<br />1-/
<br />, -J
<br />O.
<br />o-<l
<br />o-~
<br />5'-:l'
<br />
<br />Load
<br />Width
<br />
<br />Glass Rooms. The addrtlon of aluminum frame Windows WIth glass panes that are
<br />deSigned to 110 MP,H, Wind load reqUIrements to the abOve upright sizes Increases the
<br />strength so that additional framing is not requlfed,
<br />Screen Splines on 3" side extrusion turned With 3" side parallel to sole plate,
<br />
<br />USing screen panel width 'W (See typical glass room drawing), select upnght height "H"
<br />requICe6 from the maximum height all'Owed for each ext'USIOn,
<br />Example:
<br />Screen panel width "W' = 60";
<br />MaXimum "H" for a 2' x 2" X 0050' Hollow Extrusion = ,3'.0"
<br />
<br />Table 3,2,3:
<br />
<br />Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />:3" . 2" . 0,050" HolI'Ow lruSlon
<br />
<br />~~o M,P,H, I ~~';~~~~ 125 M,P,H.
<br />r-:-=-= AP;'Tle~rLoa
<br />~~ 2:3~/Sq, t q, t I
<br />~::?-11 ~~::~~:
<br />
<br />I 12'-4' 11-2"
<br />".
<br />11
<br />,
<br />1 -,
<br />
<br />L-,
<br />
<br />Load
<br />Width
<br />
<br />140 M,P
<br />
<br />
<br />Load
<br />Width
<br />
<br />I ;~::
<br />I
<br />I 48"
<br />r--54"
<br />!
<br />
<br />1----30
<br />
<br />4.l'
<br />~'
<br />~4'
<br />I----fj\)'
<br />
<br />00
<br />( .l'
<br />1----7. '
<br />
<br />04
<br />I----Sv
<br />
<br />19~I::;q, H
<br />"-J
<br />, ,'-4
<br />1() -/
<br />':j -11
<br />"",
<br />':j-U
<br />0'-8'
<br />(l'-4-
<br />(-,,
<br />1-:"
<br />
<br />r--?2"
<br />r--?8"
<br />I
<br />
<br />Load
<br />Width
<br />
<br />4~
<br />r--S4
<br />
<br />Noles:
<br />
<br />Glass Rooms The addition of aluminum frame WindOWS With glass panes that are
<br />deSigned to' 10 MP,H wind load reqUlCements to the a DOve upnght sizes increases the
<br />strength so that additional framll1g IS not required
<br />Screen Spllfles on 3" Side extrusion tumed with 3" Side parali~ to sole plate
<br />
<br />USing screen panel w,dth 'W' (See typ.cal glass room draWing ), seiecl upllght reqUlCed
<br />from the maximum height allowed for each extrusion
<br />Example:
<br />
<br />Screen panel Wld\h "W" = 60",
<br />
<br />MaXimum "H" fOr a 2" . 2" x 0036" Hollow ExtruSion: 7'.11"
<br />
<br />N'Otes
<br />Glass Rooms, The addition 01 aluminum frame windows With glass panes that are deSigned to l' 0
<br />IA P H wind load reqwremenlS 10 the above upnght sizes Increases 1M strength so that additional
<br />framing IS not reQuited
<br />USing screen panel wIdth W (See typical glass room drawmg ), $elect upnght required from the
<br />ma.xlmum he!9ht allowed fQ( each extnJSlon
<br />Screen Splones on 3" sloe. extrusion lume6 'Mlh 3" Side parallej 1'0 sole plate,
<br />
<br />Table 9,3: Allowable Loads On Screws And Bolts
<br />(As Recommended By Manufac!urersj
<br />
<br />
<br />Screw Diameter
<br />
<br />Screw Diameter
<br />
<br />
<br />Wood Lag Screw Loads
<br />Using Southern Pine S,G" 0_55 or Equivalent 1,1/2"' Thickness
<br />-I Double I Withdrawal
<br />shea~ Ibs , She~~JlbS) I (j~~) .
<br />
<br />~ -'J55"""f--rn-i
<br />I 4(j() I /1l -I
<br />
<br />Concrete Screws And Bolts In Concrete, Brick or C,M,U,
<br />(Emb<>dment Musl6e . Minimum of ,.112"' Thickness With 1,114" From Edge)
<br />onere e onere e
<br />
<br />
<br />Screw Diameter
<br />I
<br />
<br />
<br />AJuminum Rivets with Aluminum Mandrel"
<br />Tension
<br />Screw Diameter Ibs. Shear
<br />
<br />Aluminum Rivets with Aluminum Mandrel
<br />Tension
<br />Screw Diameter lbs. Sheaf
<br /><
<br />
<br />. Screw goes IrroJ9h two sKles of membe~
<br />
<br />.... All t;arrel !engt.'"ls: Ce1us Industrial Quaflty Use manufacturers gq: range to match total wall th+ekness:Jf
<br />con~e::'on, Use c."1art. To Select screw U S rivet substitution of 3nc."io( spe<:lf~tlons in draWIngs
<br />
<br />Table 2,4:
<br />
<br />Footings" Maximum Roof Area for Carport Posts
<br />
<br />Wind lone =:
<br />Applied Load =
<br />
<br />
<br />Existing STab on Grade
<br />with unknown
<br />reinforcement
<br />
<br />Isolated Fooling
<br />Dimensions".
<br />,'-0- . "-0" x ".(l-
<br />"-4- . "-4" . 1'-4"
<br />""" . """. 1'''-
<br />"-8- . 1'-8" . T.(l"
<br />"-8- . 1'-8-. T~-
<br />2'-0" . T.(l" . T-o-
<br />2'-0- x 2'.(l-. 2'''"
<br />2'''" . 2'-6" . 2'''-
<br />2'~- . 2'~" . 3'.(l'
<br />.'Notes:
<br />Isoia:ed Footlf'g IS a poure6 CQ(1cre:e rectaf'gular SOlId (Leoglh ,W,dlh , Oeplh)
<br />S!ao Qf'1 grade musl be new Of In good concltlon
<br />
<br /> Maximum Attributable Ro'O! Area in Square Feet
<br />30 26 22 20 16
<br />59 5<J 43 38 31
<br />77 66 57 51 41
<br />120 102 89 78 64
<br />150 '27 II' 98 80
<br />155 132 115 '02 83
<br />194 '65 143 127 '03
<br />270 230 200 '77 144
<br />324 276 240 212 '72
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pre-cas, foolJng b.ock ( '6".,6".4") at 24" belO'," grace \\I,th 80' bag pre-m,. COnetele aod baCkfilled
<br />to race
<br />Dimensions
<br />
<br />"-4" . 1'-4" . 2'-4"
<br />
<br />
<br />ro ;;;
<br />o 0
<br />~ Q:l
<br />0) r.:.
<br />ClJ ClJ
<br />X ClJI'C\/l()
<br />gg~~g
<br />0, ~O) , ..t
<br />,ClJ '"'C\/ I'
<br />a.~X~,?
<br />f- M u.<'O' 0
<br />-(I) 0
<br />i'<liog,?
<br />UJ 01....
<br />::l "0'-
<br />~~"'It<~
<br />"'It::lr.:.Qz
<br />~t151e5~
<br />~~~li~
<br />" 0
<br />:f S
<br />
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<br />
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<br />UJ
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<br />
<br />....J
<br />~
<br />::)
<br />U)z
<br />~~
<br />OZ
<br />~Q
<br />U)
<br />U)U)W
<br />U)W....J
<br />:socn
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<br />060::("')
<br />....J::)z
<br />)of-a
<br />zUj::
<br />>~U
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<br />V)<"'l
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<br />Q) U <" r::
<br />c~~,!:g
<br />cUJ\;:"'",
<br />Q)~~i~
<br />coo ","-
<br />-':t:__
<br />. ~ 5 w ~
<br />WClo~e
<br />Q),.;.~if~
<br />,,~lQw"-
<br />\..IW("')...J
<br />CW"'w
<br />Q)~~f-
<br />L.. ~ <%l
<br />>UJo
<br />
<br />j!l
<br />i
<br />
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
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