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"--.--' . 'y I SCREENED ENCLOSURES SECTJON 1 Table 1.6 MWniom Upright Sizes and Number of Screws for Connection at Roof Beams to WaIl Uprights or Beam Splicing Bemn Upright .M!DltnLIni Purlin. Girt Deck Notes Minimum Num.b;ir of s=~ Be:un Stitching j Slm SlZEI & Knee Brace Sa:e"" Anchors tiS ~ %- tHo lo( '1.... #12 x bn SCl'BW @ 2.:1" O.C.! Z-x3- 2:",,3- r x 2! x Ow044" 2: FuJI Lap 6 ..: 4 - 1 Z' x 4" Z"x3" 2.. x r x 0.044" ? Full Lap 8 <5 4 #S j 2" x 4" . Z' x4" 2" J( 2" x O.CU" :2 Full Lao 8 5 4- #-10 i Z-xS- Z-xT 2:' xZ' x 0_044" 2 Fun LaP II 6 s:. 1J'tl , Z":x6" 2" x 3" Z' x Z' x 0.044" 4 Fulll:8o iO 8 6 ;::10 1 Z'xo 2" x 4. 2" x 7! x 0,044" 4- Pal".ial lap 10 (3 6 #10 l 'Z'.xr ':2"'x4" Z' X Z' x'U:044" 4 PaflIall..ap 14 12 10 #12 I r~!1' I 2" x 3" x 0.044" 6 t:>artlal LaD 16 14 12 #14 1 ~xr Z' x 3" x 0.045" 6 Pattiallap 18 16 _1.4 #14- l Z'x(r 2":.:6" I #14- . 2"xS- T..Xf 2" x 4" x (1.050" 8 Partial Lap 20 i8 16 , 2"' x 10" 2" ~ a" Z' x 4" x 0.050" 10 PartlaJ Lap -'0 . 1e I 16 #14 I 5_5;"" G~..t ?ldllc ThiGl<lI<::S,. BAron Sh.5 Th~I(D= Z')( r x 0.055- x 0.120"" "Ill 0- = O.os:>- Z" x 8- x 0.017 X 0.:2:24- 1fl'j~ ;;;; O.lb- I 2" x 9" x 0.072" x 0224" 118" " 0.125- 2" )( go x 0.082"" x 0..306'" 1/0" " 0.120" ? x 10" x 0.092"' x 0.369" 1/4" '" 0--25" lWnlnwm o...tz:or= ~nd .sp.,dng of Sc..-.:w::s . Edg" To ConWr" centlel'lo center fi8 5116" 5ff; #10 ::JIB" 314- #:12 1J2'" 1" . #140( iJ4P 314" 1-1/2" 5116'" 7/ff' 1-3/~" Wr ~ ~ ReIer.; 'b:l each side of.tbe CQlInect!on of th.. heal>> artd uPright and each side of Splice ComtecllolL -- O.D82"" Wau Utidalcss, 0.310"" ~ rh!clCnelO':' Note: i. COnnection of 2!' x 6'" to 2," x 3" shall tr.Ie a full lap cut or 1115" gUSser plate_ 2. AJl ~ ~ ~ ~ IN ~ lUiuimwTJ uf 5052 H-3.2 Alley or have a mlnlmum yield Slrel1gOl or 2::lkSL 3. For beam 5Plice connec:tions the number of screws shown is t.~e tolE! for each spli= wii:b 112 IDe =ews on ~ac:h oide of !:he a.!i:. 4. The nUlllber at screws 1$ baSed on the maximum Bllowoble moment of the beam. 5. The ...umbot' of dctk 0h0h0tt; b b=cQ on RAW'_ R T !lppc~ aJiaTOIfI!:>le Joad dem:l !o-- 2.5OQ p~ <;Ol"'-C+..tc end lor-equal "",chor::> ffi2>Y b(l used. Thenwnber shown is the lDlal use 112 per side_ 6. Hollow 5plice connecfions can be made provided the O:>n!".eclion is approved by lI1e engineer. 7. Jf a latger than minimum UDright Is used !he number ot.screw:< i... m." ""'.mP. f"," ".:I"-CO ,,~wj1t> -jJ? rh<< =A~ on earn 6ide- of me cut 8. All beam In upright COlllled.ions for 2:' :t 1" Da2rfl$ or l"rger shall Mve an intefTllll or extemeJ gusset pla!es. GU:SSez plates ere required tor ~ or gable splice COMad:Ions. 9. FoT g~ plete e=nectiOns 'Z' x 9" beams or WgOl1l!S11: 3/4. lOng screws. 10. The sidewaU uplight:lhell.novea minimum Oel!lffi sI2:B.ll.S shown abolle, ~.. ~ 2" x ~- upright shall hBvea 2' x: 3- beam. 11, Calinectbeam In UprjghtwJ H-bM. gusset place. orangl;>: clips for each $pIj= ",ittl1f2 the screws on each sice oirha CUt. 12.101 gilt:.w. <= upliylil;ja; (i.t:. Z- J(!J). R.."d 1!1." r x ($" beam row 10r mil;. girt or z- x Z- x 0.044-, Table 1.7 Minimum Si%e Screen EnclOsure Knee Braces: :zno Anc::'horing Required Alumlnum 60113 ,~ ADc:horJil~ Syswn Z' H.Channel Wllil #10x 1/2"' EACH SIDE 2" !+Channel Wrth 3) #1 0 x 112" EACH SlOE Z' H-Channe1 WiIh (~) 314" J~ SCl'eWS (~to be determined by beam size. see ra!:J1e 9.o) (See Table 1~ For Number And Si:zIt Of Screws) N.ot9: i. r=or required knee br.!lCES' greater than <1.'-5" cootact engineer for 5pecn!mtlol1S and de~ 2.. CantIlever baam d~ $hoWn 0I'l page i.:32 shaJ1 be used for hCSl: stluct1Jre attad1mt=L'11 ~ knee bmce length EXCe€ds 4'-6". Brace ~,,~ IJ"-"L'~ To3'-a" To 4'-$" ~on 2:' X T x O.1J44- 2' x $" x 0.045" 2" It 4" x 0..044" % 0.12" I Lawrence E Bennett, P.E FL # 16644 CIVIL ENGINEER - /)r;'VELOPfJEN'rCDNSUUfWT P.O. so:\( 214368. .soUTH DAYTONA. 'FL32121 1'E..J:PHO~ (338) 7f!l-<,n-. FAX: (386) 767-1S55O @ COPYRJGlofT~ PAGE ~OT TO ;;; ~;?~CCi..:~ !.-"; W;"':Ol..C O~ !,.. PI\R'T WrrkOUTTl-IE WJ'if:rTT'EN PeAAAJeE:JON OF ~~ !;;.. ~VNCTT. ~.C 1-61 . -.... \~IC; 1 Nnn:rGrrr COr"f1Ir-l,.,...,-