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<br />Fasten S~Gj'"er 10 fosctO
<br />Wllh V4 .111l ~ w/wosher
<br />IIZ" F'VC SCH40
<br />FERRELL ITYP)
<br />
<br />
<br />3/S.1S.l..o9 wllh washer
<br />aI eoch beom and one aI
<br />eoch mid Spal,
<br />'"12" cgnl~ along SuperGuller wjlh 1,1/4"
<br />II-I/Z Ihru bolts Z o,c, nlo SuperG.Ater.
<br />
<br />I/S.l Z"I' "onole chps w,Ih
<br />1/4 "'hru bolls e<:dl side c:i beom
<br />
<br />5MB <;ONNECTION TO SUPER GUTTER
<br />
<br />
<br />Z.IZ"or ,.13"0C' '"15MB f'll~t.
<br />
<br />2.1'.1 liS" ooqle eoch Side oNoch 10 po$Iand
<br />coocrele In occoroonce w,th :chedul..
<br />2- '8 each .ide into upright
<br />NOTE' No fOO11llQ requreducepl when Qround
<br />orourd Itl"UClln os shown adj.
<br />
<br />'"IZ.o.b.
<br />
<br />2500 psi COl'\e. (minI wllh
<br />6ri.. 10alO welded WJ1\
<br />
<br />POST TO CONCRETE DETAIL
<br />
<br />12
<br />
<br />Spoc'"9 12
<br />
<br />6e<.m sel spoci
<br />
<br />Beam sel spac.ng
<br />
<br />Z"IZ"IIIS.
<br />aogl. chp each
<br />si<fe of uPCt9h1
<br />and Z". Z" ..,'h
<br />4 NOS SMSeo.
<br />I~ eo, side,
<br />
<br />Opllon to obeve
<br />ooql\' use 4 N.
<br />(lll SMS 01
<br />IIllernol sa ew
<br />bos ses 4 eo.
<br />s'o. S lolJl.
<br />
<br />Anocn lhe obe"1 L'. 10 fosclo IhrMh
<br />s.G. wI Z 3/8 1095 eo. L 1M,' b.,..
<br />Allo~h eo. onqle to 5.0. ~p w/3 N.S
<br />1/2 5MS.
<br />Add l"x2. onQle to brinQ ~ plumb.
<br />
<br />2" S.MB.
<br />
<br />
<br />1- U4x 2" SELl'
<br />TAPPING AT 24" o. c.
<br />o. c, boklnte of
<br />2"x2" to S.;.
<br />cooo~tlon ,
<br />
<br />Super Wtler I? ~ otlOC~
<br />fot wi I' 3/8 1S "wi V2 !lvC
<br />locol' closer clips ferrel inSIde 2 x"
<br />wher, des..ed 1f.I'!:,. S
<br />. II, SMS 011-1/, oc.~ sd.
<br />ALTERNATIVE SUPER GUITER
<br />I/S"a'". Super Gulter Ow. L use 2 L 's/beom set OM
<br />I L per mid span of Super-Gutter beoms ~ below. .
<br />
<br />TO FASCIA
<br />
<br />'"14 -;Y4.. 31~a
<br />I/S"1Hl Lus. 2 LsI
<br />bWll sel ond 'LI
<br />rrtd, ~ c:i 1m, .,.
<br />
<br />
<br />Locate closer
<br />ch~ where
<br />deSIred ~
<br />N.S.I/'"
<br />SMS all-Ill"
<br />O,C. eo. s,<it,
<br />
<br />, 3/4" fosclCl
<br />
<br />Z".,".I/S" L cl1l eoch sid. of SM3 Alloch 1.14-Y4".3.looQlI/S.thk.
<br />""th 4-"'.S.1/2 eochsid.. LttrQ0J9h S.Ci oll9le(lfreeded)()'l(jn'o
<br />fascia w/2 3/8" ioQ$Vnn ,'bd!tset ~
<br />d..1011 5.Ci.1O be 0".101 w/l- 3/8 109 44 o.t.
<br />SElF MATING BEAM CONNECTION TO SLPERGUTTER
<br />
<br />.- or 5- SUPER GUTTER
<br />
<br />SPOCl/l9 n.
<br />
<br />
<br />ANGLE LOCATION FOR 5" Sl.PER GUTTER REINFORCEMENT
<br />
<br />Add,ltonol coble broci09
<br />req.llrtd when screen IX)'leI
<br />exceeds 300 sq. ft, oO:ldlOl'"d
<br />I coble I oddlhoool ~ sq, ft.
<br />
<br />'"14" suppo:t llISIins.
<br />
<br />.c
<br />~
<br />
<br />
<br />Carrlei' coble
<br />fastened per
<br />rell\l~ ootes.
<br />
<br />2"x2" with l.x2.
<br />~rimeler member
<br />ltyp, 011)
<br />
<br />.
<br />o
<br />I
<br />o:!
<br />
<br />,
<br />,
<br />,
<br />
<br />z".," wIth'".,.
<br />01 corner end walls.
<br />
<br />Z"12" r;t>OIr ";Ill
<br />FRONT WALL, DOM:: ROOF, SCREEN ENCLOSURE
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />
<br />,"
<br />H
<br />
<br />'1
<br />
<br />,..
<br />
<br />O,OS.woll
<br />
<br />~"
<br />
<br />3 TYPICAL CABLE CONNECTION AT SLAB
<br />
<br />2 "a2. or smb.
<br />
<br />5"
<br />
<br />-1
<br />
<br />
<br />2.x,.
<br />
<br />N" 10 sms
<br />
<br />s. SLPER GUTTER
<br />
<br />,- 60" C p. or 5.1, for coble
<br />letlSlon.
<br />
<br />1750 lb. stomless steel cobl.
<br />
<br />2 TWICAL CABLE COr-J\JECTION AT CORNER
<br />
<br />~ Mnilum lltucbn footinq
<br />'" . ~ p.s.l. CO'l<nte willi
<br />.. .~: t' t, 5 blr tQnli"uals.
<br />T ~ lIiL 2 tit oIf 9'Md.
<br />
<br />
<br />OpIlaMl __It co, blodl or twidl. ___
<br />I 14~tlll\~
<br />
<br />RIDOON FOOTING FOR
<br />SC1>.EEllBD Ell CLOSUP.ES
<br />
<br />lluin.tn diI!.Ill~ n ~ b_'jll.
<br />
<br />
<br />s . "". _
<br />
<br />I'leCV.C 21...,."_3
<br />.J 4 . .'re. _
<br />EA eiDe Of' &N'l
<br />....~.-
<br />t(TO ~
<br />
<br />IECY,C ;1\,.. ..
<br />'" 3 'IS .~. eM$
<br />~ aID!! Q' UAI1
<br />NOTE I INCLINED FA5ClA 61HlLAR
<br />TYPlCJJ. SL OK lDi B1.IJl . GUTl'EK CONNECTlON
<br />
<br />
<br />~CT 1.)C~'
<br />TO f-'O&T
<br />VII %- '& )C I }1lll1S
<br />CUT eEAl1
<br />eEAM &IZE VARlE&
<br />
<br />2- '6 )C~4. eM&
<br />
<br />. 'IS It \. 5H& INTO eEAM
<br />,. 2. )C ~. )C ~. )C 2" WIPE
<br />,- '8 )C~4" eH& INTO POST
<br />FOST
<br />
<br />TYPICAL BEAll &c POST CONNECTIONS
<br />
<br />Pan rrxJot!oChed WI1J1 N.1011/2.SMS at 6"0,c.
<br />compQS/te P<J'lt1 1/4 5.5.1 ponel thickness. 1/2"
<br />With wo3her 0Ild neoprene oos~el 24. o.c. pan.
<br />
<br />
<br />Screen '001 beom and beom.
<br />
<br />1/4" thru boll and
<br />VZ. PVC FERRELL
<br />aI Z4"oc:.~~,
<br />
<br />~
<br />
<br />Yanes
<br />
<br />-i
<br />
<br />
<br />I'OI"leS
<br />
<br />LA WRENCE E. BENNETT
<br />OVl ENGNEER a: DOOOPUENT CONSULTANT
<br />P.O. BOX 4368 S. DAYTONA. Fl. 032121-4368
<br />PHONE: (904) 253-9960
<br />
<br />WHITE ALUMINUM
<br />d.b.a.
<br />Aluminum Building Systems
<br />1107 N<tth Thomas Rd., Leesburq F1onda... 32748
<br />Phone: (904) 787-n66 Fax. \9044) 187-9329
<br />
<br />RE\1S1ONS
<br />
<br />, " w at tomn and 4' Oll taW
<br />.. . . . fIl tcIs and knodl ~l bloct lop tcIna
<br />;,:, " ~ ~ willl;1OOO p,LL p.a rode; ,welt.
<br />2 I 4 b<n. MiL 2 1 It" otf Jo.r4
<br />
<br />JQi"KB MALL FOO'lIHG FOB SC1UlEXED E!lCLOSUllES
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />
<br />FLAT SLOPE/NO FOOTING
<br />0-2.112"
<br />
<br />"I~
<br />
<br />~ .1 tl..3t Bar conI.
<br />
<br />MOOERATE SLOPE FOOTlNG
<br />2""2"-1'-,0'
<br />
<br />NOTE' F.ber mesh tone. does not
<br />,equll" .~..re mesh
<br />
<br />12I~
<br />~~
<br />la: . 1"..4 t Bar conI.
<br />STEE:? SLOPE FOOTING
<br />> 1'-10'
<br />
<br />NOTE- All spons ond copocifies ore bo~d on wonl
<br />CO)t 01 uplIft loads Wt lowi1chekrclliu.
<br />
<br />STD MILL TOLERANCE APPLIES
<br />
<br />
<br />VA - 000194
<br />
<br />SEAL
<br />
<br />~
<br />
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