|
<br />~~~."
<br />
<br />
<br />
<br />POLflED CONCl'E1C fEFER TO TABlE 2.4
<br />
<br />POST N CONCflETC << BAA 12" LONG
<br />
<br />o
<br />
<br />lJ..awH:1..
<br />
<br />~
<br />< '>
<br />.. -...,,/ ~ ..
<br />
<br />ISOLA TED FOOTING
<br />
<br />INTERNAL OR EXTERNAL REC8VING CHANNEL
<br />
<br />
<br />
<br />:r x :r POST ~ BOLTED
<br />TO ANCHOA RSER
<br />2-314' x 2-314' X 2-1/2' LONG
<br />V8" nenl
<br />waDED CCHECTlOt4
<br />FASTEN PER TABLE 2.s.-
<br />12" X 12' X V4' PlAlC
<br />
<br />'r X 'r x 0,063' IIN<l..ES
<br />
<br />. .
<br />
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTlON
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />.
<br />.
<br />
<br />
<br />~ 1UlE COll.M4
<br />
<br />EXTRl.()E!) AI..lMUA BAse OR BfEAI(
<br />F~ lJ..CLP
<br />
<br />COAROSlON AESlSTlVE STEB. nRJ
<br />BOL T ~ S<::l-EDU2
<br />
<br />I
<br />~
<br />L
<br />
<br />
<br />d
<br />
<br />CONCfETE SlA8 OR FOOTNG
<br />
<br />~
<br />c?
<br />~~
<br />
<br />1
<br />
<br />18"
<br />
<br />CONCfETE ANCHORS PER SQ-EDI..I..E
<br />
<br />TUBE COLUMN BASE SCHEMA TIC
<br />INTERNAL BASE
<br />
<br />OPTIONAL CONCl'lETE CAP BlOCK OR BlOCK
<br />
<br />(1) '4 BAA AT ~ IoHJ '(1.(y O,c. FU
<br />C8.l.S ~ KNOCK OUT BlOCK TOP COLRSE
<br />WI11i 3000 PSI PEA ROCK CONCRETE
<br />
<br />DECK OR GflOtN) LEVEL.
<br />
<br />Rfl80N FOOTNG OR t.IONOU1ltC
<br />F t.IONOU1ltC su.s IS USED SEE NOTES
<br />OF DeT......S BB.OW
<br />
<br />
<br />ANCHOA At.t..t.4N.N FRME TO WAU. OR
<br />su.s WI11i V4' X 2-V'r MAsomy ANCHOA
<br />Wllat 8" " POST IoHJ 24' O,c. MAXJ,U,f
<br />(1) << BAA CONTNJOIJS
<br />
<br />8" X 8" X 18" BlOCK W AU. (MAX. 3Z')
<br />
<br />(2J <<BAAS I.fi 2-V2" Off' GAOI.H)
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />
<br />I~
<br />. - -..- - - - - -....
<br />. ' ,
<br />
<br />, .
<br />
<br />'t' . ntOQ,ESS OR REQl.f'lED POST
<br />
<br />(I)
<br />~
<br />:>
<br />
<br />
<br />
<br />~'
<br />~ '"
<br />.
<br />>k--
<br />
<br />tOP " Q'W)E
<br />
<br />:r X 3" POST PER T A8LE
<br />
<br />eo b. 2500 pel CONCl'E1C PRE.I.IX
<br />
<br />:!"8" X 3- 1/2' BOLT
<br />
<br />RAISED P A TlO FOOWG
<br />
<br />(Z) 2" X 'r X 't' mG.E. OR ('0 lJ..awH:1.. X 't'
<br />
<br />3" X 3" BAse
<br />
<br />
<br />1
<br />
<br />NOTE: ATTAQt.ENT oer......s SHOWN AEOlR: DIAGONAL
<br />BAACHl FOR FfeST AtI:lH3 COVERS
<br />
<br />PORCH POST CONNECTION
<br />ALUMINUM CONVENTlONAL CONSTRUCTlON
<br />
<br />'Z - (y I.fi
<br />BEFORE SlOPe
<br />
<br />r f 3-V'r
<br />~- - - --
<br />~~.,..,,~~
<br />t"'. ' I I I I , I I I
<br />~I
<br />I
<br />TYPE I
<br />~T SlOPe I NO FOOmG
<br />O-'rl-.z
<br />
<br />
<br />
<br />('0 t5 BAA CON1'.
<br />
<br />...-----
<br />,"
<br />I) I '. _ I 1
<br />
<br />I. Co
<br />
<br />-A' 8"
<br />
<br />TYPE I
<br />IwtOOERATC SLOPe FOOrNG
<br />'Z ,-.z - 1'-10"
<br />
<br />TYPE .
<br />STEEl' SlOPe FOOTN3
<br />) 1'-10"
<br />
<br />NOTES: t NO FOOINQ AE<U'1EI) EXCEPT WH::N AODAE~ EROSION l.HT1.. lli! RO<lfA
<br />EXCEED$ '6-(y, ROOMS CR:ATER nwoc '6-(y use I\'Pe I FOOTUl.
<br />
<br />2. FOOrnGS SHAU. Be I.fi 2,500 PSI CONCflETE WI11i 6x6-1Ox1O WB!lED WfE ~
<br />OR FI3ER I.ESH 1M Y Be USED N LEU " I.ESH.
<br />
<br />3. F LOCAl.. ~ cooes AEQUFlES A ............ FOOTNG use TYPE I FOOrNG OR
<br />FOOTN3 seCllON AEQU=e) BY LOCAl.. COOE. LOCAL cooe OO~
<br />
<br />SLAB DET ALS ADDRESSNG EROSION
<br />
<br />PAD FOOTING
<br />
<br />~~
<br />'2J G
<br />j 8" J..-"1<
<br />
<br />Al.l..IdN..f,l S l"R..lC'TUE FOOTNG
<br />2500 PSI CONCl'lETE WI11i ('0 .5 BAA CON1'.
<br />............ 2- 1/2' Off' GAOI.H)
<br />
<br />RBeON FOOTING TYPE I
<br />
<br />~-'l.
<br />4. . .....
<br />. " .
<br />.......'.. G
<br />, ,
<br />L '12' ~ j -"1<
<br />
<br />Al.l..IdN..f,l STfl..lCT\.fE FOOTNG
<br />2500 PSI CONCAeTE WI11i (3) t3 BAA CON1',
<br />.......... 2-1/2' Off' ~
<br />
<br />RIBBON FooT~G TYPE I
<br />
<br />__-",,~-~~C-'---'_.--:'~'.7'-~, C':: ,,'.' .~,-.,"..,.,--"~-,-.,-o..,..,~~,.....~-'-,..-..~--------.-- --- .,--- --.-----.,-----,-- ---- -..-,-,----,,-.-" --'.----- r--------.-. --_..- -, ------
<br />
<br />~ ATTAQf.lENT
<br />
<br />3-1/2' ~ SlAB S X S - 10 X 10 waDED
<br />WIE l.ESH OR fBffi l.ESH CONCRETE
<br />VISQl..eE II ~ B~ \.N:lER SU\BS
<br />HAVNG SmucT1..flES ABOVS
<br />
<br />WB.1. cot-A'ACTm ClEAN FU OVER SArnFlCED
<br />NA Tl..RAl. SOl.. ~ REI...A T1'IE OENSIT'(
<br />
<br />CONCRETE F1.l.ED BlOCK STEM W AU.
<br />8"x8"x18"CM.U
<br />
<br />8" X 12' CONCl'>ETe FOOTH3 WI11i ('0 t5 COt(TN..IOUS
<br />LOCATE ON LKlISlUlSED NA Tl..RAl. SOL
<br />('0 t5 VERTICAl. BAA AT ~ IoHJ '(1-(y O,c.
<br />
<br />GAL. v. t.ET At. STIV.? ('14 GA. X 1')
<br />
<br />8" X 8" X 18" CONCfETE BlOCK
<br />
<br />8" X 24' X 24' POLflED CONCfETE PAD
<br />
<br />(2J t5 BAAS (18" LONG) EAOi W A V
<br />
<br />CONCl'>ETe POLflED ca.LS WI11i t5 BAR
<br />(SAKRETC READY t.tX wI GfV. va)
<br />
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<br />en
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<br />en
<br />
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<br />
<br />4
<br />
<br />7
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