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<br />
<br />~'-... 2x6 n n "'~I
<br />I I ,
<br />~_. -1]i "-- 1'1 SOM""" ~,,,-,eo aR ED""-
<br />
<br />~
<br />
<br />"'="
<br />
<br />CENTER OF GIRDER B-B
<br />
<br />2 x 6 FLOOR JOISTS FASTENED TO
<br />DOUBLE 2 x 8 GiRDER WITH SiMPSON
<br />H.2,5 HURRICANE ANCHORS AT 16. O,C, \1
<br />CONCRETE BLOCK PIERS AT 8'.{). O,C, H
<br />CONSTRUCTED ON 4 X 16 X 16 CONCRET~1 i
<br />FOOTl'~G PAD, CELLS POURED SOLID WITH "i,L
<br />(2) #50 BARS AND (1) SIMPSON H-{; ,
<br />ANCHOR iN EACH CELL FASTENED TO : ' I
<br />DOUBLE 2 x 8 GIRDER (U~
<br />
<br />UI
<br />-y
<br />I " , '. ',1
<br />
<br />
<br />DOUBLE 2" X 6. P,T,P, WITh 314'
<br />PLYWOOD (PT) SPACER NAILED WITH
<br />#16d COMMON GAL V, (2) EACH ';' O,C,
<br />
<br />"
<br />
<br />,,'"
<br />
<br />~
<br />
<br />314' PRESSURE TREATED PLYWOOD
<br />OR 2 X 6 PRESSURE TREATED DECKiNG
<br />
<br />CONCRETE BLOCK OR TREATED WOOD
<br />P'Cf(S ;,~ o'.{). 0 C,
<br />
<br />FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />314' PRESSURE TREATED PLYWOOD
<br />r- OR 2 X 6 PRESSURE TREATED DECK1NG
<br />
<br />gg~~f~~~iELgg~~I;~~ :;68~~C~ETE ,U ~
<br />FooTLNG PAD ' =
<br />AUGER AT EACH PIER FASTE.'IED TO 2 X 8
<br />GiRDER WITH FLAT STRAP
<br />
<br />2 x 8 GiRDER WITH SiMPSON H.2,5 '
<br />HURRiCANE ANCHORS AT 10" O,C,
<br />OR 2" X 6" JOIST BUCKET ~
<br />
<br />~ ,
<br />, . "'!
<br />
<br />
<br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />2'.{)' MIN,
<br />BEFORE SLOPE
<br />
<br />,.-'
<br />
<br />""
<br />
<br />"1 /---
<br />..... lJ "
<br />,- r~J- .- --
<br />
<br />~~"L_,
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<br />I _______
<br />N
<br /><"l .
<br />
<br />
<br />RIBBON FOOTING OR MONOLITHIC _______::-::. .". _ _ _,_ _
<br />IF MONOLITHIC SLAB IS USED SEE NOTES ~. ~'.
<br />OF DETAILS BELOW "'-
<br />
<br />OPTIONAL CONCRETE CAP BLOCK
<br />OR BRICK
<br />
<br />(1) #4 BAR AT CORNERS AND 10'-0.
<br />ON CENTER Fill CELLS AND KNOCK OUT
<br />BLOCK ,OP COURSE WI'TH 3000 PSI
<br />PEA ROCK CDNCRETE
<br />
<br />-~.-------....",
<br />
<br />/ 12. ,'/
<br />
<br />ANCHOR AlUMINUM I'RAME TO WAlL
<br />OR Sl.AB WITH 1/4' x 2,112" MASONRY
<br />ANCHOR WITHIN 6' OF POST AND 24.
<br />ON CENTER MAXIMUM
<br />
<br />(1) #4 BAR CONTINUOUS
<br />
<br />8" X 8' X 16' BLOCK WALL (MAX. 32')
<br />
<br />(1) #50 BAR OR (2) #40 BARS
<br />MIN, 2.1/2. COVER
<br />
<br />I~ -
<br />I
<br />
<br />~i.~ ~~-~~---
<br />~I'~
<br />? t:l r---
<br />I"..:, ~'~~---
<br />. -==-~ . -'-~
<br />
<br />GALV, METAL STRAP (14 GA., X 1')
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
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<br />
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<br />
<br />ALUMiNUM ATIACHMENT
<br />
<br />8' X 8' X ~ 6' CONCRETE SlOCK
<br />
<br />8' X 24' X 24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS ('<8. LONG) EACH YVAY
<br />
<br />CONCRETE POiJRED CELLS WITH #5 BAR
<br />(SAKRIOTE READY MI,( wi CRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />3-1/2' CO~CREn: SLAB 6 X 6.10 X 10 WELDED
<br />WIRE MESH OR FIBER MESH CO~CRETE
<br />
<br />VISQUE~E VAPOR BARRIE.'< UNDER SlABS
<br />HAVi~G S,RUCTURES ABOVE
<br />
<br />~ TO WOOD DECK OR BEAM
<br />ALTER."IATE POST: 4" x4' P.T. 0 ---- FOR ALUMINUM ROOF
<br />f-'
<br />/ /~/,/,,/~' 8'{"'(~/"'/~ / '
<br />/ ./ '~/0"'//.',' <l. ~<(,</./...("/;/ / /
<br />\:y)~/'~,~ ;t i:>::i,~~~~ / /
<br />A h~5'@'>>~ S1 ~~~2~) ;/ / /
<br />/?;:j/-/ '~';~s::~'<<~, ~ ~~~~ / /~/
<br />/ / ~;<.<00'l r0N"'/ / /
<br />:: ~~:~'~:~~ONC,pA 0 . '~,I'@'B~ i~ I"~, '~~
<br />
<br />C - 80 LBS, 2500 PSI CONC,~, ' \.!;J, ," /
<br />
<br />D, REPl.ACEDSOIL // /./) / / / //; //
<br />
<br />E - '14' X 2.114" EXPANSION BOLT / / ,/ / / ;/ SEE PORCH ?CST CONNECTION
<br />(2) EACH PER BASE DET AILS
<br />
<br />CONCR8'E FILLED BLOCK STEM WALL
<br />8. X 8' X , 6. C,M,U,
<br />
<br />WELL COMPACTED CLEAN FILL DVER SACRIFICED
<br />NATURAL SOIL 90% RELA.TIVE DENSI'TY
<br />
<br />8' X 12' CONCRETE FOOTiNG WI~ (1) #5 CONTINUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(1) #5 VERTICAL BAR AT CORNERS AND 10'.{). O,C,
<br />
<br />RAISED PATIO FOOTING
<br />
<br />
<br />3-112'
<br />
<br />
<br />-. -=~=~=':= = =~~~=-=-=-=-=.=_.=.
<br />
<br />_ 8'-/
<br />
<br />'TYPE I
<br />FLA.T SLOPE / NO FOOTING
<br />0.2'/12.
<br />
<br />NOTES
<br />
<br />TYPEII
<br />MODERATE SLOPE FOOTING
<br />2'/12. -".10.
<br />
<br />(1) #5 BAR CONT,
<br />----
<br />
<br />
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<br />_8.-/
<br />
<br />'TYPEIII
<br />STEEP SLOPE FOOTING
<br />> 1'.10'
<br />
<br />1, NO FOOTING REQUIRED EXCEPT WEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SlAB WIThOUT REiNFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED BY ,ABLE 2,4
<br />
<br />2, MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN, 2,5()O PSI CONCRETE WITH €xS-1Cxl0
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />3, IF LOCAL BUILDI~G CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
<br />FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAl CODE GOVERNS,
<br />
<br />SLAB DETAilS ADDRESSING EROSION
<br />
<br />(IT
<br />I I
<br />[~; '..I-~
<br />
<br />T"-- 12' -,,c
<br />
<br />ISOLATED FOOTER
<br />
<br />(2) #5 BARS EACH WAY
<br />
<br />3. x 3. ALUMINUM POST OR
<br />
<br />
<br />~1 ] ." ...", eo" " ""-, '0'
<br />POST ANCHOR A"<D 4-1/4' X T I
<br />-\ __ '."'"MASa,"'CR'" ~
<br />
<br />" . ."
<br />. i. ~ 3-1/2'Sl.AB __ -'-.t_..:.....
<br />-'-;
<br />
<br />MAXiMUM UPLIFT #
<br />
<br />,6'x16. 54a#
<br />24" X 24' 978#
<br />30' X 30. 1,338#
<br />
<br />/- 16. MIN, -/
<br />
<br />POST TO SLAB DETAIL
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) #5 OR (3) #J BAR CONT,
<br />MINIMUM 2.1/2" OFF GROUND
<br />
<br />u
<br />~-'
<br />LJ,.~
<br />
<br />AlUMiNUM STRUCTURE FOOTING
<br />2500 PSI CONCREn: WITH (1) #5 BAR CONT,
<br />MINiMUM 2.1/2' OFF GROUND
<br />
<br />.,.. 8' r
<br />
<br />RIBBON FOOTING TYPE II
<br />
<br />RIBBON FOOTiNG TYPE I
<br />
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