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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 />',0 MY.H, I 'f25 MY,H.
<br />pp Ie
<br />
<br />
<br />~~."~ m~" I "W"I "'~J6,(~q "
<br />
<br />
<br />
<br />o ow l rUSlon
<br />
<br />Load
<br />Width
<br />
<br />Lead
<br />Width
<br />
<br />36
<br />
<br />r'-~ .. . ~ \/jj ._~~
<br /> I
<br />~;.- 0-<< ,-, -L co, c.j
<br /> "1 f-.) C-:j c-~ ::>-,
<br />L 00 I-I I 0-11 C.., 0- ::>..,
<br />...-- ( ,(. ( -~ 0-' 'j-E ::>-lU ::>-05
<br />~~, 0.11 C-4 ".11" I ::>.,> ::>-1
<br />! 0'> , 0-0 o. , ::>-01 I ~-::> 4 -11
<br />r-"J c.., I ~ -11 ~'-6' I ::>..) " .,
<br /> ,(. x,(. X V,V'<4 OIlOW ExtrUSIon
<br />i f-,UTM. f' ,H. Wino LOne
<br />I Load I "0 MY.H, I ',0 M.P,H. I ,<:) IVI,I".l"l. I l.)U IVl,...,l"l.
<br />I
<br />I Width L Applied Loa c1
<br />I i1~ n. I &..).. ,;>q, r~ I Lo I>/::iq, et I L, I>/::'q. e!. ..s6 I>/::.q, e!.
<br />r---Jo I 1,-" I I~'" I ,-( I 01-1 o-L
<br /> i
<br />I ,,&. lU -4 I ' -::> I o,',u I o-~ ,..,
<br />i 40' ,-0 O-jU ~-s ! I 'W f -1
<br />I 54 ,." 0-" ( -lU I 1'0 0-0
<br />I CU 0-0' I -IU -::> I I-'J I C-4
<br />I co ::> -j I ,.., /.1 I 0-0 c-u
<br />! f,(.' 1.11 I -L 0'-9' I t;-::> ::>-,
<br /> I~ 1-( I 0'11 tjjj" th{ ::>..,
<br /> 0'> 1-<< I 0'0 I o.J ::> '11 ::>-4
<br />-Su (.1 C-::> I 0,1 ::>-, ~-L
<br /> ,(. x,(. X U, Uoo Ollow ExtrUSIon
<br /> Wino LOne
<br /> Load IUL [V1,....l"l, I IIU \Vl,....l"l, I lLU MY.H. I lLo M.I"',H. 14<) IVI,...,".
<br /> Width Applied Load
<br /> 1, I>/::.q, el. L.> It I;>q, .~ Lo I> /::.q, el. I L, I> /::.q. e!. Jo I>/::.q. el.
<br /> ..so' 1L.J IU-O " '11 0'11
<br /> 4L 11-4 lU-05 9'-8' "-L 0-.)
<br /> 'Ill' lV'( ".( 9'.", 0- -0
<br /> 0'1 "'11 "'1 8'-6' 0-1 f'"
<br /> oU ".., I 0-1 ~'-1' '-0 o.
<br />1---60 "-u 0-" (-\/. I 1-4 0-
<br /> 1,(, O-<l ( 'IU , -~' I tj.11 0-"
<br /> to 0-4 I-I /., c-" O-U
<br /> 0'> -I I'" 0-lU Cjj ~ 'IU
<br /> ';tV -" -u 0- C .J ::>,1
<br />
<br />o e 5:
<br />Giass Rooms The additIOn of aiuminum ~7"a:re WIndOWS WIth glass ;)anes that are
<br />OesJ<;ned to"O M.P,H. WInd ioad requireme~:s I:) the abQlle 'Jpnght sizes Increases the
<br />strength so that addrt.ional framlflg is not requ:rsd
<br />Screen Spll~es on 3" Side, e>trusloc ~..cned With 3" side parallel to sole piate,
<br />
<br />USlcg sc.-een panel wloth 'W' (See typical ;.ass room draWIng,). select upnght height "H"
<br />p~Qul,ed from the maximl.Jm height allowed for -e2C~ extrusion
<br />Example:
<br />Screen panel Width "W" = 5C"
<br />
<br />Ma"mum "W for a 2" x 2' x 0 050" H::>"cw Extruslen = 13'-<)"
<br />
<br />Table 3,2_3:
<br />
<br />Allowabie Upright Heights Screen, Vinyl and Glass Rooms
<br />Alum Inum Alloy 6063 T.6
<br />
<br />J" x 2" x O,O5()" HollOW ExtrUSion
<br />In
<br />
<br />
<br />Load
<br />Width
<br />
<br />!.
<br />
<br />Notes:
<br />
<br />Glass Rooms The addition of aluminum frame Windows With glass panes that are
<br />deslgnea to 110 M. P H, Wind load reqUIrements to the above upright sizes Increases the
<br />strength so that additional framl,og is not reqwea
<br />Screen Splines on 3" Side, extrusion tumea WIth 3" Side parallel to sole plate
<br />
<br />USing screen panel Width 'W' (See typ'cal glass room draWing ). select upnghl reqUired
<br />from the maximum height aliowed for each extrusion
<br />Example:
<br />
<br />Screen panel ""'dtn 'W' = 60":
<br />
<br />Maximum "H" br a OZ' x 2" x 0036" Hollow Extl'\;slon = 7'.1'"
<br />
<br />Notes
<br />Glass Rooms The addition ol aluminum fTame wlOdows w,th glass panes that are deSigned to 110
<br />M PH WlOd load reQUJremenls 10 Ihe above upnght SIZes ,ncreases the strength so that additional
<br />framing IS no( require(j
<br />USIng Screen panel wld\11 "V\r (See typIcal cfass room drawmg ), sele-ct upnght ~equlred from the
<br />maXlmUm netghl allowed fOf e3cl"l eX1:'\JSlon
<br />Sc;een Splines on ,).. Side ex!l1..'sJon tumi'a 'r"Il!n )," SIde paraJie'1lo sole plate
<br />
<br />Table 9.3:
<br />
<br />Allowable Loads On Screws And Bolts
<br />(As Recommended By Manufacturersl
<br />
<br />Self-T.pping .nd M.ehine Screw. Allo....bl. Load. fensl.
<br />Strength 55.000 p': Shear 24,000 psi
<br />I Metal to Metal
<br />
<br />Screw Oiameler Shear (Ibs.
<br />
<br />
<br />&.
<br />
<br />"-
<br />,
<br />
<br />Screw Diameter
<br />
<br />
<br />1,
<br />
<br />Wood Lag Screw Load.
<br />Using Southern Pine S.G.. 0.550' EqUlvalenI1-1/2" Thickness
<br />~--r----' T- Double Withdrawal'
<br />Screw Oiame,ter ' Shear (Ibs.r I Shea, lb., lb..
<br />'/4 . "C "J
<br />--sr'lO- ---:---:zn i: So::> ~ I
<br />I J{~ I .l4U . zao ~ 1
<br />
<br />Concrete Screws And BeNts In Concrete, Brick or C.foA,U.
<br />(Embedmen1 Must Be a Minimum of 1-1f2" Thickness With 1-1/4" From Edge)
<br />~OOO# (.;<)ncrete I J, nere e
<br />Tension
<br />Screw Diameter Ibs, Shear Shear
<br />r-m I I ~,~
<br />
<br />I.'; I
<br />
<br />I
<br />Aluminum Rivets with Aluminum Mandrel~.
<br />
<br />
<br />Shear
<br />
<br />"
<br />
<br />Aluminum Rivets wi\:t1 Aluminum Mandrel
<br />Tension l'
<br />Screw Diameter Ibs.) Sheaf
<br />.j,i:'
<br />
<br />Scre-N :;oes througn ('-NO SlOe5 ot merr-:;ers
<br />... All barre~ lengths Celus Indwstnal Ql..iall!Y Use manufacturers gf1D rar'lge to matcM total wall thICkness ot
<br />connect,!on Use Cliart To Seied. sc:ew U S, f1\iet substltutior'i ot ancnOC' speCifications In draWIngs
<br />
<br />Table 2,4:
<br />
<br />Footings" Maximum ROof Area for Carport Posts
<br />
<br />Wind lane =
<br />Applied Load =
<br />
<br />
<br />Exfsling Slab on G(ade
<br />with unknown
<br />reinforcement
<br />
<br />lsofated Footing
<br />DimensionS".
<br />1'"'' x 1'''" x 1'"''
<br />1'-4" x 1'-4" x 1'..\"
<br />1'~" x ,.~" x "~..
<br />1'-a" x 1'-3" x 2"-<)"
<br />1'-3" x "-3" x 2"~"
<br />2"-<)" x 2''''' x 2"-<)"
<br />2'-0" x 2'-<)" x 2'~"
<br />2"~" x 2'~" x 2"~"
<br />2"~" x 2'~" x 3'''"
<br />"Notes:
<br />Isola~ed Footing ,s a poured cOC'Clele 'ec~angular sohd (length> Wtdth x O<'Olh)
<br />Siat:l on grade mList Oe ne-N Of In gOOd :O"altlon
<br />
<br /> Maximum Attributable Roof Area in Square Feet
<br />30 26 22 2Q 15
<br />59 5() 43 38 31
<br />i7 66 57 51 41
<br />120 102 69 78 54
<br />150 127 '" 98 80
<br />155 132 115 102 83
<br />194 165 143 127 103
<br />270 230 200 177 144
<br />3~4 276 240 212 172
<br />
<br />Pre-Cast Block Footing
<br />Pre-cast footing biOe); \ is'' x: 16" x 4") at :4" belOw 9rade WIth 80" bag pfe-m,x co(\C[ete and backfilled
<br />to ade
<br />Dimensions
<br />1'..\" x 1'-4" x 2"..\"
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