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<br />Table 3.2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-S
<br />
<br />Table 3.2.2: Allowable Up-ight Heights Screen, Vinyl and Glas.s Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br /> t X J X v.v'v CllCw l::X rUSlcn
<br /> w,ncl,-one
<br />Lcad 110TM.....N. I 11V M. .n. I ,.:V M.....N. I ,., M..... . I '40 M.....N.
<br />Width Appllea L.caa
<br />~J. 13" l:lq. t-l. ':J ",:>q. 'L ,,5 II i:lq. rl. Z~IIISq.fl. 05 II iSq. fl.
<br />10-1U "-J 14-4 l:r'l 12 -J
<br />..: 10-1 14 -. 1 J-4 , 2'-7 11'-.1'
<br />4~' I~ - I_ 'J 12'-0" -.. ,u -,
<br />~:4 'J -~ ,,,-Q 11 -~ ~.
<br />6v 'J -v 1';U 11'" lU'-o ~-o
<br />~.. '" -0 -J lv" lU'., ~-U
<br />I< ,U"U lv'" ~- ~-~
<br />I~ -0 ,u-o ~-~ ~-J- ~-..
<br />O~ ,,-v ,v-v ~.o ~'. 1 ~ -U
<br />,v I'J-O ~.o ~ .1 ~-I ,-,
<br /> . X ~ X 0.000 CIICW l::xtrvs,cn
<br /> w ,na ,,'One
<br />Lcad lVt ",.....N. I IV",. .n. I '':0 M. .N. I 1':0 M.....N. I 14V M. .N.
<br />Width Appl,ea L.caa
<br /> H IJ':>q. 'L .J IJ l.oq. '\' .. lJ I:>q. -L .:~ "I:lq. rl. Jb " I:>q. -L
<br />,. LU-~ 10' 11 -~ 10'.IU" lO-
<br />ot ,~ -J -Q 10-0 10-f lJ -
<br />~o 1/' '0-4 10-0 14.f IJ'
<br />,~ '0 . '0-0 14-0 1 J'-~" 1':..0
<br /><0" l!;.-. ,~ -(j '--U.,. ~ 1 J-U- ,:,0--
<br />,. 'o-~ 'J' lJ- 1':'0- -.:
<br />[ '" l~ -0 ,--.. lL ., .11 \U-~
<br />c::=2 ~ ;0- 1': .1U 'L' -0 ,U'-:r
<br />F:4 'J - ,. -~ I -0 11 -U ~., 1
<br />9v 1 J -':" 11' , , -J 'v-o ',;-1
<br />N 0 ~e S~
<br />
<br /> .: X.: x U.OJ2' HOllOW ~\rUSlon
<br /> Wind Zone
<br />Load 102 M.t-'.H. I llU M.P.H. 12V, .N. j ,25 M.P.H. 140 M.t-'.
<br />Width Applleo L.oad
<br /> 1::1 ~ I:>q. n. 23 ~ l::sq. ~L '25 # iSq. Fl 29 # ISq. Fl 'J5#/Sq. 'L
<br />35" ::I-1U d.ll 0-0 1.11 (-2'
<br />42' ::1.1 d.j" 1 .~ 1-0 'cHf
<br />4d" 8-.15" 1-;) , -J 0.11 Ij'-[
<br />54" d-U 1'-4" o.:'J 0-0 5'-10"
<br />bO 1,( 0-11 C ''0 0'': 5'-,
<br />bo I -j 0-' o 'J s- ' 5'-j'
<br />72 0.11 '0-4 O. i 1 I 0-'0 5-.
<br />l(j o-d' 0" o.~ I 0.5" 4'-10
<br />114 0-0 O'IU 0-0 'S-3" 4'-(f
<br />90'" o-j 0-0 0--' 5--0" 4'-0
<br /> .: x 2' x 0.030' OIIOW ~trUSlOn
<br /> Wind Zone
<br />Load 102 M.P.H. I 110 M.I"'.H. I 1':U VI.P.H. ,25 M.P.H. 1 140 MY.H_
<br />Width Applied Load
<br />_, , 1',; ~ ;:>q. ~t I ':J ~ I:>q. rL 20 # !::Sq. ~t 2::1 ;;/::sq. rt Jo # ;::sq.Tl
<br />~ iu-j I ';-4 ~ -:1 c.J' (-0
<br />-. -4~ -. .....--o~ 0" ~- -' o-:n---
<br /> . 8' -c -:
<br />4ll' (j.1U ~ . , " f-,:" 0"."5"
<br />54' '0-4 1.1 '-L. 0'';' s-r
<br />bO' f- 1 I -J"' 0'. 0-0 "5"-9-
<br />boo I -(" 0.11 0-0 5'.' 5-.{j'
<br />II.' r.;!" 0'( c .~ 0.10" ~'-J"'
<br />f/j' 0" , 0-4 O. ., ~-3" _ 0"
<br />114 0-3 o. :;;-:: o-~" 4., ,
<br />~U 0-0 ::l. 0-0 ::l.J"' 4-';
<br /> .: x 2' x 0.044- OllOW toXtruSlon
<br /> wino LOne
<br />Load --mTM.P.H_ 110 M.'-.H. I l':U M.I"'.H. 125 M.I"'.H. I lJV M.P.H.
<br />Width APp lea L.oaa
<br /> W #/::Sq. F-t lJ ~ I:>q. I-L 25 # iSq. Fl 29 # /Sq. Ft Jo # Isq. F-t
<br />-30' 11.2' 1U-': g., g'., ~'-2."
<br />4" 1U-4 ,;-::l ~. ,U c-~' "-0'
<br />413- ;)-6 '0.10' c.J 1.1U"
<br />~4' 9'-2" d-4 . IU -0 0--3'
<br />oV' d-3 I.N 1 -0 T-o~ S-4-
<br />-So C-j , -'0 I" o-~' o'-U'
<br />-72" 1.11 r-~' o-~ o-~' ~-;)
<br />76' I-I o. 0-0 !s-~" ~-o
<br />~4' 1-4 0-6' O-J 0.11 0-4
<br />::IV' 1- 0-0 0-1 O.~ ""5"-2'
<br /> l x l x tr055' 011 ow ExlIuSlon
<br /> Wino LOne
<br />Load hOTMt-' .H. 1lU M."'.H. 120 M_P.H. 125 MY.H. 141.1 MY.H.
<br />Width Applied Load
<br /> 1::1 ~ /:>q. I-L ':J ~ l::lq. r 20 # I:>q. H ':::1 ~/:>q. F-t 30 # /::sq. .t
<br />:lo' 1,:-j "1 IV-;' 9.11 ~-1
<br />-42' 11 -4 1O-j' ~.., ~-"L' d-j
<br />4<1' lV-I g"/" !;., d.( (":8'
<br />54' ';-11 g., C-O C.l -j
<br />-6v' a'.I5' d-I o. , -0 0-
<br />-50 '';-0 '0-.: I -. T-4 5'-,
<br />fl- 8'-8' (-iU' 1-0 !S-n 0":'J"
<br />f/j' 0-4' 1-( /" o-!; o-U
<br />tl4' {".1" I .J o.-,J 0-0' ::>-10
<br />f----9o' {".g' f-V 0" !s-j"' o.r
<br />
<br />Glass Rooms Tne addrtlOn of alvmlnum frame w.nocws w,th glass panes that are
<br />des'g~ed to 110 MP,H, w,nd load requirements to the above upnght s,zes increases th.e
<br />strength so that additio~al framing is not reqUIred.
<br />Screen Splines 'On 3" s,de, extrvs,'On turned w,th 3" side parallel tc sole plate
<br />
<br />USing screen panel w,dth 'W' (See typ,cal glass room drawing,). select upright height "W
<br />requireo from the maxlmvm he'ght allowed for each extrus,on.
<br />Example:
<br />Screen panel width "W" = 60";
<br />Maximum "H" fcr a 2" x 2" x 0.050- Hollow Exttus'on = ,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 />
<br />3" x 2" x 0.050" HOllow .oxtrus,on
<br />Wind lone
<br />
<br />
<br />L-,
<br />
<br />Lcad
<br />Width
<br />
<br />Notes:
<br />
<br />Glass Rooms' The addition of alum,num frame w,noows w,th glass panes that are
<br />des'gned to 110 MP.H wind load reqUlfements to the a~ove upnght sizes increases the
<br />strength so Ihal additional framing is nol required
<br />Screen Splines on 3" s'de extrus,on turned with 3" s,de paraliel to sole plate
<br />
<br />USing screen panel w,dlh 'W' (See tYPical glass room drawing) select upnght reqUlCed
<br />from the maximum height allowed for each extrus'on
<br />Example:
<br />
<br />Screen panel Wldlh "W" = 60",
<br />
<br />Max,mum "H" br a 2" x 2" x 0036" Hollow Extrus,on = 7'.,,"'
<br />
<br />I
<br />I ~~::
<br />R~"
<br />~
<br />
<br />
<br />I 90
<br />Notes
<br />
<br />Glass Rooms The addit,on of aluminum frame wmdows w,th glass panes that are des'gned to " 0
<br />1..1 P H w,nd load requorements 10 the above upnghl SiZes ,ncreases the strength so that acd,~onal
<br />tramtf"1q 1'S not req\..II!ed
<br />Usmg screen panel w,dlh 'VV' (See typ,cal glass room draWing ). select upnght requored from the
<br />ma.xlmum neuJht allowed for each extrusIon
<br />Soeen Splines on 3" s'de. extrus,OIl tumed Wlth J" s,de parallel 10 sole plate.
<br />
<br />Load
<br />Width
<br />
<br />
<br />Table 9.3: Allowable Loads On Screws And Bolts
<br />(As Recommended By Manufacrurersl
<br />
<br />Self-Tapping and Machine Screws Allowable Loads TenSile
<br />Strength 55,000 p,,;; Shear 24,000 p,,;
<br />MetiT10Metal I
<br />6OUbieI-PUilOut"
<br />Screw Diameter Shear Ibs Shear'lIbs.' I Ibs.
<br />I
<br />
<br />
<br />Screw Diameter
<br />
<br />
<br />~~~
<br />
<br />~~
<br />
<br />-~~
<br />I / ~< .
<br />
<br />Concrete Screws And Bolts in Concrete, Brick 0( C.M.U.
<br />(Embedment Must ae a Minimum of 1.1/2" Thickness With 1-1/4" From Edge)
<br />onere e ,00 onere e
<br />
<br />Screw Diameter
<br />
<br />
<br />AJuminum Rivets with AJuminum Mandrel"
<br />Tension
<br />Screw Diameter Ibs. Shear
<br />
<br />1-1- TECHNICAL .'>SS15TANCE ~V.TEJl.IALS ^~J,
<br />A .' "NO ROY AL ALl!MIl"1J)'
<br />PROVIDED AS-15. '. "..rnr< EXPIU.SSED 01
<br />DlSCUlMS ALL W A'A""" , . "-'.
<br />PUED lNCLUDrNG BUT NOT LIMITED TO. At
<br />1M MMNTffis OF ME'ACHANT A!ILI1"Y O!l. FlTNE.S
<br />~I\ ^ I'AI\TICULAP. ~Ull.POSE_ ROY f.L ALUMfl,~Ul
<br />NOT WAJJl,ANT THAT ANY p/WDUCi "'Il
<br />~PlY WITH STATE Oil. LOCAL el'\L~ING COD~
<br />E SOLEL Y HSl'ONSISLE FI.:
<br />~~0~~~ C~PlIANCE '.;>-lTH A~'iY AND AI
<br />GQV!.JU'Ml.."IT AL IlE G UtA T1ONS,
<br />
<br />Aluminum Rivets with Aluminum Mandrel
<br />Tension
<br />Ibs.
<br />
<br />Screw Diameter
<br />
<br />Shear
<br /><
<br />
<br />. Screw goes through :wo s'des of memC>ef;
<br />- All barrel lengths: Ce'u$ Industrial Quah~y Use rr:ant.lac1urers 9ri~ range to match totaj wal! tt.,.ckres$ of
<br />connection. Use chart. To Seled screw U S rivet substJtutlon of anchor specJ('cat,ons 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 Slab on Grade
<br />with unknown
<br />reinforcement
<br />
<br />lsolaled Footing
<br />Dimensions"'.
<br />,'.q- x "-0- x 1'-0-
<br />1'-4" x 1'-4" . 1'-4"
<br />1'-6" x 1'-6- x ,'-6"
<br />1'-8" x 1'-8" x 2'-0-
<br />1'-8" . 1'-8- x 2"-6"
<br />2' -0" x 2' -0" . 2'-0"
<br />2'-0" x 2'-0".2'-6-
<br />2'-6- x 2'-6- x 2'-6-
<br />2'-6" . 2'-6" x 3'-0-
<br />'"Notes:
<br />Isolated Footing 1$ a poured concrete rectangular sOI.d (lenglh x Width lC Depth)
<br />SlaO on grade must be ne'N Of In good condF11on
<br />
<br /> Maximum Attributable Roof Area in Square Feet
<br />30 2S 22 20 IS
<br />59 5<l 43 38 31
<br />77 'n 57 51 41
<br />120 102 89 78 &4
<br />150 127 ,,\ 98 Be
<br />155 132 I IS i02 83
<br />194 155 143 127 103
<br />270 230 200 '77 144
<br />324 2i6 240 212 172
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pre..casl footIng b+OCk ( 16" to 16" x 4" ) at 24" oele'N graoe WIth 80" bag pre.m;)( concrete and backfilled
<br />to race
<br />DimenSions
<br />
<br />\'-4" x 1'-4" x 2'-4"
<br />
<br />
<br />c:> M
<br />o 0
<br />2 <0
<br />0) r0:-
<br />c:> c:>
<br />XCOl'oo("ljID
<br />g~~~g
<br />
<br />20'd,0),..t
<br />. c:>.....("Ij 1'00
<br />;,a..~X~a;>
<br />z.......,<'o
<br />_(/) u..OO
<br />f<rioga;>
<br />w 0'..-
<br />;, "0'"
<br />~~..,.<~
<br />..,.~ro:-Qz
<br />~~~~S
<br />~~~ri~
<br />~ 0
<br />::f e
<br />
<br />
<br />cri .4
<br /> UJ
<br />:;j ....
<br /> ....J
<br /> <
<br /> :J
<br />(/)2
<br />~~
<br />Oz
<br />00
<br />0::_ (/)
<br />(/)(/) W
<br />(/)W ....J
<br />:50 en
<br />O~ ~
<br />od 0:: ("'")
<br />....J:J 2
<br />>- f- a
<br />zU 1=
<br />- :J
<br />>0:: U
<br />of- w
<br />z(/) (/)
<br />tjj~
<br />0:: :J
<br />uz
<br />(/)-
<br />~
<br />:J
<br />....J
<br /><
<br />
<br />,f.,
<br />lL!~N
<br />0... :5 N
<br /><I)'"'
<br />~"~ri~
<br />Q)u<,1::
<br />C:~5;!~
<br />C:!!;!>=~::?
<br />Q)~<-....
<br />CCoo~~
<br />...J:::ce_
<br />. i!:l 5 u.J ~
<br />W~o~e
<br /><IlJ:><
<br />Q)~",(l.<
<br />uUJi!l::i'""
<br />c: UJ .... UJ
<br />Q)~~f-
<br />L- ~ <I)
<br />3:u.Jc;i
<br />C'J~"i
<br />~!/
<br />i
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
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