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<br />
<br />FO,let1 S~G.l'"er 10 fasclO
<br />Wllh 1/4 ..1/2 ~ w/lllOshet
<br />
<br />IIZ. PVC SCH 40
<br />FERRfLt. In?)
<br />
<br />
<br />5MB
<br />
<br />3/S".S"lD9 w,th wosher
<br />tll eoeh beom Q'ld one at
<br />eoch tT'110 Spal.
<br />
<br />,".Z" c~l'\!i o\onq SuperGvner ..ith 1,1/4"
<br />.1-11, Ihtu t>olts Z o,c. nlo 5J?erGuller,
<br />
<br />118". ,"x 2 "anQle clips ..If,.,
<br />1/4 ",hnI bolls e6ch side ct beam,
<br />
<br />5MB C.oNNECTION TO SUPER GUTTER
<br />
<br />
<br />,"xZ"orZ".3"orZ"xSM6 Post.
<br />
<br />,",Z". I/S"a>qle eoch s.de olloch 10 pQ$tond
<br />concrete InoeCX)l'd~e WIth ~I.,
<br />2- .8 each aide into upright
<br />NOTE' No foolngreqvredexcepl..Mn9round
<br />orCUld slructl.n os .hown odj.
<br />
<br />I". ,. o.b.
<br />
<br />2500 PSt ccne. (mil,) with
<br />6~.-IO.1O welded WJl\
<br />
<br />POST TO CONCRETE DETAJL
<br />
<br />12 Spoc 'nq I,
<br />
<br />Sean ~I spot
<br />
<br />Seem sel spocu''9
<br />
<br />Z"x2"xllS"
<br />onql. clip eoeh
<br />s.o. of lJllI:'9h1
<br />0"" Z"xZ" WlIh
<br />4 N'S SMSeo.
<br />le<',l eo. ska.
<br />
<br />Option to obove
<br />CJ'l9/4l,,' us. 4 N'
<br />0.1 SMS ot
<br />1I'l1.rnol new
<br />boS5es 4 eo.
<br />SIde 8 loti.
<br />
<br />1- fl4x 2" SELl'
<br />1APPING A~ 2." O. C.
<br />o,c. bolonce of
<br />,". ," to 59.
<br />conn~lion.
<br />
<br />A"och the obo'1 L's 10 IOKIO 11lr.l"'9h
<br />s.G. wi 2 3tS ",,"s e~ L mon. 2 b'le.
<br />
<br />Attofh eo. 00"91' 10 S.C;. lp ../3 WS
<br />1/2 SMS.
<br />
<br />Add '"tZ" on91. fa bril'9 ~ plumb.
<br />
<br />
<br />~ Mnilum IlrIIchn rootint
<br />',' ' 2:>00 IUl talCrtle .;1Il
<br />a" .~,~. I 15 b<I' canti'uol<s.
<br />T ~ l!iL21/tolf~
<br />
<br />~u-I CI:1Ilqtla ClIp blodl r# tridl. _____
<br />
<br />1 I 4 b<I' contiluws.
<br />
<br />__ kq,qr ~oIIlliloJcn hlmt 10 ... I1f ~
<br />WIlli 1/4' 1 J' 10000Qft ot ~ f'
<br />:.~ oodl side of "lX#>lood M. t o.e.
<br />
<br />': ~ ----- a" 1 a' 1 16' bloct ..a.
<br />
<br />Z" S.M.B.
<br />
<br />
<br />llu.irun di/fu,tirJ il JQi hri'fol
<br />
<br />RIDDON FOOTING FOR
<br />SOlEENlll:) lJiCLOSORES
<br />
<br />1 , 4 ba' at axr.n CZI4 4' Qft telllIr
<br />':', .~:..~ flI td1 CZI4 ModI ~l bIod: I", ~
<br />;,:. " '~rilh:xx:.o p.Ll. ptO rod! "l'lrtla.
<br />
<br />Z I 4 ~ MiL Z lit oN ror4
<br />
<br />IQ(E8 WALL fOO'UBG FOll SCRKE!rEO ENCLOStlaES
<br />
<br />
<br />J .. -'t. _
<br />
<br />I'IeCV,C .",. " 1'" uz
<br />W 4 .. -3(4' _
<br />fA 61Ot! 01' &JoI1
<br />, . .. -~. -
<br />I'(TQ ~
<br />
<br />SLAB DETA'LS ADDRESSING EROSION
<br />
<br />Super Gulle, fp ~ otloc~
<br />tnl ..II- 3/S . S ... 1/, pyc
<br />ferrel inSIde z".z ~
<br />
<br />Locote closer cl,ps
<br />wher, de,.-ed us. N" S
<br />.1/2 SMS all-t/Z"o,c,C<l.sd.
<br />AL TERNAT1VE SUPER GUTTER TO FASCIA
<br />S"" G"" - " 4 " " 3
<br />1/ ,I tSuper utler W LuseZL s/beQm~ond Ix -",,41 l~~
<br />1 L per mid span ot Super-WIler beoms ~ below. . IIS"tHl Luse, L~
<br />bean sel ond IV
<br />m<I.~a tnul.
<br />
<br />2' 101m,
<br />
<br />
<br />
<br />, 3/4" f~clCl.
<br />
<br />FLAT SLOPEINO FOOTING
<br />0-,"/12.
<br />
<br />'~
<br />
<br />' . In.. 3. 80r conI.
<br />
<br />~.C2~"""
<br />w J 'IS"~' eMS
<br />EA &1Ct! Cf' U.AM
<br />NOn: , lHCl..lNEO F~A &IHILAR
<br />T'iPlC!L S1. OR s],( BUll ok CtJTrER CONllECTION
<br />
<br />MODERATE SLOPE FOOTING
<br />2"//Z" - 1'"10"
<br />
<br />Z"x,"x/t8" t. CI~ each sid. at SM3 A"och l"x4- Y4". 3"1onq .'/S"1tlk.
<br />w,'h 4- N.axl/, eoch side. t. ttrOv\l" S.G 01)918 (,(~eded)3'ld ruo
<br />rosciO../2 3/8. \Q:)s lrron ," bd~ see ~
<br />d~I(.Ij. S.G.lObeo".f~w/l-31a klq240.e.
<br />SELF MATING 8EM1 CONNECTION TO SlPERGUTTER
<br />
<br />.. or S. SUPZR GUTTER
<br />
<br />
<br />
<br />12I~
<br />~"
<br />a r n..4 . llor conI,
<br />STEEP SLOPE FOOTING
<br />> 1'-,0'
<br />
<br />NOTE' F'ibet' mesh cone, does not
<br />requore \,,,r. m~h,
<br />
<br />2. 'a K~4" eM6
<br />
<br />ca-MCT " Ie 2"
<br />TO I"05T
<br />O/J/ 2- "8 Ie 1'2' 6H5
<br />aJT eEAH
<br />ecAI'1 &fZE YARJE5
<br />
<br />ANGlE LOCATION FOR 5" SlPER GUTTER REINfORCEMENT
<br />
<br />- '8)(\" eMS INTO eeAl1
<br />,. 2" Ie 2" Ie ~" Ie 2" lUOE
<br />5. "8 ><\" eM5 INTO I"05T
<br />POST
<br />
<br />Addlhonol coble broei09
<br />reqJ.red when screen P<)"lel
<br />exceeds 300 sq. ft. oddl!1ad
<br />t coble I Oddlhonol 300 sq. ft,
<br />,". Z" SIJplXrt purim.
<br />
<br />..
<br />o
<br />E
<br />
<br />
<br />Corner cobre
<br />fos lened per
<br />re...ton;emerl notes.
<br />
<br />,", ," w,'h ,". Z"
<br />at comer end wells,
<br />
<br />I"
<br />H
<br />
<br />j
<br />
<br />r
<br />
<br />2".Z" wdh ,".2"
<br />perllT>eler me:nber
<br />(typo aU)
<br />
<br />?
<br />":!
<br />
<br />,
<br />,
<br />. ,
<br />
<br />Z ".2" chQrral'
<br />
<br />FRONT WALL. DOM:: ROOf, SCREEN ENCLOSURE
<br />
<br />DATE
<br />
<br />DESCRIPTIOO
<br />
<br />TYPICAL BEAlL & POST CONNECTIONS
<br />
<br />0,08" wall
<br />
<br />5"
<br />
<br />Pen roctotlOChed Will' NOlOxIlZ'SMS at 6"ac.
<br />COlr(XlSIfe pa-oell/4 S.S.t P'JI'lef Ih'Ckr\ess"IIZ"
<br />With wc~ Gl'\d I\~en. oos~et 24" o.c. pan.
<br />
<br />,"x Z" or smb.
<br />
<br />
<br />VA - 000197
<br />
<br />3 TYPICAL CABLE CONNECTION AT SLAB
<br />
<br />NOTE- AU spons and copacities or. bo~d on worst
<br />CO.. of upblt Ioods due to wi1d v~,l.es.
<br />
<br />5"
<br />
<br />-1
<br />
<br />
<br />YCnes
<br />
<br />NO 10 slns
<br />
<br />5. SLPER GUTTER
<br />
<br />\- So~ c p, or 5.$, for cobl<<
<br />I e(l$lon.
<br />
<br />,".2 "
<br />
<br />1/4" thnJ bolt cod
<br />VZ" PVC FERRELL
<br />at Z4"oc.S>..Cer~.
<br />
<br />~
<br />
<br />
<br />1750 lb. stoll1less steel cob~.
<br />
<br />~
<br />
<br />.ann
<br />
<br />2 TYPiCAl CABLE CO~ECTION AT CORNER
<br />
<br />WHITE ALUMINUM
<br />d.b.a.
<br />Aluminum Building Systems
<br />1107 N<tih Thomas Rd., L&e$burq Aorid<l.t. J27~
<br />Phone: (904) 787-7766 Fax. t9O<<) 787-9329
<br />
<br />LA WRENCE E. BENNETT
<br />OYl ENGNEER & DOOOPMENT CONSULTANT
<br />P.O. BOX 4368 S. DAYTONA. Fl. J2121-4368
<br />PHONE: (904) 253-9960
<br />
<br />REV1SJONS
<br />
<br />DRAWN: Ib
<br />CHECKED: liB 1/
<br />SCALE: II
<br />OA'II: 5 I l' 2
<br />X6#
<br />
<br />.' T I
<br />
<br />~l
<br />
<br />3
<br />
<br />'~"';-T-'~;:!'~:::, "";~~~<;~-:':'~';;;'~'1"...~~,,:3'j""~~~7 tr"_-.:- - :"'~7-' '!'~'~~~"-'~'~,,"':~"-:-'-"":'"r.-'" ~-<...~ ~ f.'.~..;:~~'~~'~ ._-~'-~.~.--,-.--.."..,.-- -;r- ""~";,""" :<-_....'".~.T,.,...__..., ~P':- -',_. ~. _.~ ,_ ,__," ~ ~
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