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<br />Table 1.10: Allowable Spans Fo~ Super Gutter and Self Mating Beam
<br />Screened Enclosure One S ide/Solid Roof Other Side;
<br />Aluminum Alloy 5063 To?
<br />
<br />BeamsAnd
<br />5" Super Gutters
<br />
<br />10'.<)"
<br />
<br />1/2 Screen Roof Beam Span
<br />12'.<)" 14'.<)" I 16'.;)" I 18'.;)" I 20'.;)"
<br />1/2 Solid ltOOlBeam Span
<br />5'.<)" S'.;)"! 5'.;)" 5'.;)"
<br />1 .) , -4 '; '.,,1 - 'I ~
<br />
<br />',l.,i-I
<br />
<br />U'.;)"
<br />
<br />
<br />S'..:)"
<br />
<br />2'--5 ~ 2'.2'"
<br />
<br />0.' ":l-".
<br />
<br />H~ .',.,
<br />
<br />',3'-3'
<br />
<br />:/-'
<br />
<br />,.1
<br />.8 -, "
<br />
<br />20-~'
<br />
<br />',9'-1 r'
<br />
<br />, 5 .3'"
<br />
<br />~ote:
<br />If tM Solid ~anel '5 greater or less '.han ',O".J' then the ~/2 ~'1e allowable screen roof beam span scali be
<br />adjws:ed by ~J"',e factoi of .1- 2 x i/2 :the sd,d r:>of ;::ai"'ei soan -jlfference bet'Neen IJie 3ctua-l anC ~ Q'-J"!.
<br />-he aC;t.:strrent ~o t.'ie aJlo'Na::.le screen ,.ocf :anei 'Nidt..h :s applied as a ~lus ,f :r,e so(~ roofoar,el s :arger
<br />:han ~ 0'-;]" ana mlrus If tt,e SOlld roof oarLel 'S smal:ei :lian , O'-Cl'"
<br />.=0( Scan of ~L. C13eam, Jse Sc,-een ,~an~ 'N!CU1 ''''N'' F."Om DrawH:g,
<br />Lead Span:: i/2 ot SC;fre~ 3eam Ler'lgth ... 1/2 of SOlid Root Span
<br />Example:
<br />4.4'..:)- (ScceenR.oof 3eam Span) 1 2 = 22'.]"
<br />',I)'...)'" :Soiid ~,oo( ~?J"'~J S~a"J I ? := C;'..')"
<br />.~0f 2" '( 5" :( 1:i.OSV'. ~ Ij, '2~'" Self Matlng 5eam ar,~ ," '3u~"~r G'.J~er Maxlm'Jrii Span = I~
<br />7r:e SClioj :oof :Janet Wl(.j~' IS 12'-')"':
<br />-:Ce aJ,C"Hao,e sc;~n rocl ;lanel width will :;e (+) -:2 x ~12 (12'" lOi} 0: - 2'
<br />To sei~C ine ~ealJlred Swc-;r GLitter and ::eam. 3:dd 2' to 1/2 the sC.Ree~ roof :eam s:an and ~e3:d '.r,e
<br />Suoer ~'...::".er and Seam aiicwabie '~eam soans in :r.at -;oiumn (i,e, ',f ::--,e sc:eef1 root ~ear.1 span s 36'~;J'"
<br />then ~~:er \..+'e table from i.t'l! ~o~ '..lncer t.~e:otu"':1n r.eac::ed "JY (~/2 x (36') .. 2'}::: 20'-0"
<br />
<br />->;:-'~ /4.~
<br />
<br />Table 1.10: Allowable Spans For Super Gutter and Self Mating Beam
<br />Screened Enclosure One Side/Solid Roof Other Side;
<br />Aluminum Alloy 6053 T-6
<br />
<br />
<br />Beams And
<br />5" Super Gutters
<br />
<br />112 Screen Roof Beam Span
<br />12'~" I 14'..0" I 16'.;)" I 18'.;)" I 20'.<:)"
<br />1/2 Solid Roof Beam Span
<br />5'..0" 5'.;)" 5'.;)" 5',,:)"
<br />1 -3
<br />
<br />S'.;)"
<br />
<br />U'..Q"
<br />
<br />19 -3"
<br />
<br />1 a'.,"
<br />
<br />Note:
<br />if ',he soba oarel ,s greater or 'ess lhan ~O'..:)". tl1en ;t,e 1/2 tr,e allowable sc:-een roof beam span shall be
<br />ad:uste..; by :~e 'acor of -I. 2 x 112 ',t'1e solid rool panel span difference cetHeen L'1e a=al and 10'-,)").
<br />-:-he adi'.Jslr"'enl :0 :r,e allowable screen rooi panel w1d\l1 '5 applied as a ;llus ,f ~'1e solid rool ;larel '5 larger
<br />'.I1an '0'..)" and minus ~ l1e solid roof ;lanel:s smaller tl1an 10'-0"
<br />c;lr Scan 01"": Of 3eam: Use Sc,een Panel Widtl1"W cfOm Draw1l'\g.
<br />Loae Span = ~12 ~I Soceen 3eam lengt'1 + 1/2 of SOlid Roof Span
<br />Example:
<br />oW..)' (Scceen "!cof Seam Span) / 2 = '22:.<)":
<br />iC'"-:;" (SrJ1i.... ~':XJ{ ::anp! S~:!"::.I 2.: 5'~"
<br />F')( 2" x 5" x ~,")~O" 1 U IZ~ Self Matin9 :3eam and 4- Suoet C~r:er 'v1axi~~r.1 Span =
<br />ire solid noof ~ane1 'NImh i:. 12....J..;
<br />The allowa;lle SC,"W" roof panel .,.",dtl1 Will be (+) {2 x \/2 (12'. \Q')} = + 2'
<br />70 se;e'C':. :t,e Le~U\r~ Super Gutter and oeam. add t to 1i2 the sc.-een :-ccf :eam span and :-ead ~!'-,e
<br />Super Gu"er ard Seam allowable beam scans ,n \I1at column (i.e. If tI',e sc:-een -001 beam scan 5 36'.\)"
<br />~"en enter :tIe ~Die from tlie top unoef' tl1e CQjumn headed by {'!2 x (36') - 21 = 20'-v"
<br />
<br />.~
<br />
<br />~
<br />
<br />Table 1.11:
<br />
<br />9 FaStening Schedule
<br />
<br />MaXimum
<br />
<br />Numoer of ;>10 x 314" S.~.S. ;;(eou"eo
<br />
<br />Wall Width =
<br />20'..)"
<br />30'.;)"
<br />40'-0 '
<br />50'..) ,
<br />60'..)"
<br />
<br />Corner Post I Diagonals ,K) \ Intermeolate I C.omer Post
<br />@ iop pe r End ~ost @ Chair Rail! @ Bottom
<br />2 I 2 4 2
<br />2 I 2 4
<br />3 4 2
<br />.. S 3
<br />5 12 3
<br />
<br />Plate to
<br />Sole Plate
<br />2
<br />2
<br />2
<br />3
<br />3
<br />
<br />MaxiIc'Uffi cront Wall C'e'9hl = '0'..:)"
<br />
<br />Use Front Wall Wioth .M1en Determining Number of SMS. For The Side Wall K..oraolng.
<br />Use Sice Wall 'MC'_~ ',W1en DetermIning Number of S.MS. Fer The Front AJ1C1Cr 5ac~ Wall K-3rac<ng.
<br />
<br />Table 9.3:
<br />
<br />Allowable loads On Screws And Bolts
<br />(As R.ecommended By Manufacturers/
<br />
<br />Seil-T.pping .nd ~~achin. Screws Allow.ble Load. Tensile
<br />Strengtl1 55,000 psi; She.r 24,000 psi
<br />
<br />Metal to Metal
<br />
<br />
<br />Wood Lag Screw load.
<br />Using Soutn~m Pir;e ~'.G., 0.55 or Equivalellt ,.~/~.. Th:c:',ness
<br />
<br />-r DOUOI& Withdrawa' I
<br />Screw Diameter I She.r Ilbs.) She.r Ilbs.) 1 (Ibs.)
<br />1/4 I liU "., 3": I
<br />'116 I 21U 0'0 0". j
<br />3)/:5 I ~40 ~v i I ~L .
<br />
<br />Concrete Screws And Bolts In Concrete, S:ic.k Or C.M.U.
<br />(Embedment Must Be. Minimum of '.11. Thickness With 1-\1'" From Edge)
<br />! 2.0001* Concrete I 3,000# Concrete
<br />
<br />TenSiOn I
<br />Shear lib.., Shear
<br />. I 0
<br />,',~ 1. ,04 I d~o
<br />i,~,J ',/10 I '.~J
<br />
<br />..14
<br />
<br />Screw Diameter
<br />
<br />~.
<br />I :),S"
<br />
<br />Shear (lbs.)
<br />
<br />Metal to Plywood
<br />
<br />SlS" , ply
<br />
<br />Pull Out
<br />IIbs.)
<br />,~
<br />
<br />~~
<br />
<br />~~
<br />
<br />132
<br />
<br />14.::>>
<br />
<br />Oll
<br />
<br />, u
<br />
<br />
<br />AflJminum Rivets with Aluminum Mandrel.....
<br />
<br />I Tension
<br />Screw Diameter (lb'.1 Shear
<br />~S' :2. 1'0
<br />I 5lJ2 ,8/ .:.':,J
<br />I 311. -"" 01>
<br />
<br />
<br />Screw Diameter
<br />
<br />. .. 4-i':.:
<br />
<br />)1'" , ply
<br />
<br />Pull Cut
<br />Shear ilbs.l Ilbs.)
<br />
<br />::'
<br />, 0
<br />
<br />0/
<br />
<br />Se,.... goes through Iwo Sides of memb~.
<br />
<br />- All barrel lengths; Celu. lndustnal Quality. t.:se manufacturers gnp range 10 maldt lotal wall tl',I1:!<ress of
<br />conneclJon. Use ct1art. To Sele<;t Screw U.S. nvel substitution of anchor speoficatioos in draWings.
<br />
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<br />
<br />~ '.'41'
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<br />- ~ ...
<br />..... 0 u..;:!
<br />Q) I..) <' ""
<br />C~6~~
<br />c~s:",,:g
<br />CDQ)g,~g:;i
<br />.... 0> ""
<br />. ~ i:: ~g
<br />W~5~~
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<br />
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<br />10
<br />
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<br />
<br />10
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