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<br />~ :- 2 x S[, ....n . ~l,"
<br />--'L~--
<br />
<br />Vi/I) "'--- (2) SIMPSON H-5 CLIPS OR EQUAL
<br />
<br />~
<br />
<br />DOUBLE 2' x 6' P.T,P. WIn; 314'
<br />PL YWOOO (PT) SPACER NAILED WITH
<br />#16d COMMON GALV. (2) EACH :~' O.C.
<br />
<br />CENTER OF GIRDER B-B
<br />
<br />2.6 FLOOR JOISTS FASTENED TO
<br />DOUBLE 2 x 8 GIRDER WITH SIMPSON "
<br />H.25 HURRICANE A."ICHORS AT 16" OC'~ 'i~ : " "".....
<br />CONCRETE BLOCK PIERS AT 8'.{)' O.C, I
<br />CONSTRUCTED ON 4 x 16 x 16 CONCRETE ,)!
<br />FOOTI~,G PAD, CELLS POURED SOLID W~I,rn" " ",-' 314' PRESSURE TREATED PLY'NOOO
<br />(2) #50 BARS AND (1) SiMPSON H~ : ' : OR 2 x 6 PRESSURE TREATED DECKING
<br />ANCHOR IN EACH CELL FASTENED TO L . I .
<br />DOUBLE 2 .8 GIRDER ~-,'J'...
<br />a,'~ ~ ~ CONCRETE BLOCK OR TREATED WOOO
<br />~W p'CLns ;.T a'.{)' 0 c,
<br />U)
<br />. r-
<br />I ''-7 ' ',.1
<br />
<br />FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />CONCRETE SlOCK PIERS AT 8'.{)' D.C.
<br />CONSTRUCTED ON 4 x '6 x 16 CONCRETE
<br />FOOTING PAD
<br />
<br />AUGER AT EACH PIER FASTENED TO 2 x 6
<br />GIRDER WITH FiJlT STRAP
<br />
<br />2 x 6 FLOOR JOISTS FASTENED TO DOUBLE
<br />2 x 8 GIRDER WITH Si.\o1PSON H-2,5
<br />HURRLCA....E ANCHORS AT 16' D.C,
<br />OR 2' x 6' JOIST BUCKET
<br />
<br />314' PRESSURE TREATED PL Y\\lOOO
<br />~ OR 2 x 6 PRESSURE TREATED DECKiNG
<br />~
<br />
<br />
<br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />2'.{)' MIN.
<br />BEFORE SLOPE
<br />
<br />OPTIONAl CONCRETE CAP BLOCK
<br />OR BRICK
<br />
<br />;'1 /-- ---
<br />., U ,,-
<br />,- r:-'1
<br />I 1_J
<br />~ ~~~~' -~-
<br />
<br />N
<br />
<br />"' [1.
<br />
<br />RIBBON FOOTING OR MONOliTHIC _________::.. -. _ _ _,__
<br />IF MONOLITHIC SLA.l3 IS USED SEE NOTES <<>. ~ '
<br />OF DETAILS BELOW T-
<br />
<br />(') #4 BAR AT CORNERS AND 10'.{)'
<br />ON CENTER FILL CELLS AND KNOCK OUT
<br />BLOCK TOP COURSE WITH 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />" 12'"
<br />
<br />A.NCHOR AlUMINUM FRAME TO WAlL
<br />OR SLAB W1TH 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'.8' x 16" BLOCK WALL (MAX. 32')
<br />
<br />(1) #50 BAR OR (2) #40 BARS
<br />MIN. 2-112' COVER
<br />
<br />i"',~
<br />
<br />CAlVo METAL STRAP (14 GA x n
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />"',
<br />
<br />,-'1]'
<br />U ------
<br />
<br />',- -'-.- - -'. - ,.:...".
<br />'3
<br />~.
<br />~ -
<br />~:
<br />::::t _I,; =
<br />~ ~. ~
<br />_ I:' ;::l
<br />r1
<br />:3 '!: ':3 ~
<br />~ ," '8
<br />ri: 3
<br />~I'3
<br />;., ~ '.i,~ ~
<br />
<br />--EJ'~-:
<br />..
<br />" '
<br />
<br />~
<br />::;:
<br />10
<br />"'
<br />
<br />"
<br />
<br />;,
<br />
<br />ALLiMINLJM ATTAChMENT
<br />
<br />3.112' CONCRETE StAB 6 x S - 10 x 10 WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />
<br />VISQUENE VAPOR BARRIER UNDER SLA.l3S
<br />HAV,NG STRUCTURES ABOVE
<br />
<br />CO:-'CRETE FILLED aLOCK STEM WAlL
<br />8' x B' x 16" C.M.U,
<br />
<br />WELL CC~PACTED CLEAN FILL OVER SACRIFICED
<br />NATl,;?Al SOIL 90% REiJlTIVE DE~SITY
<br />
<br />8' x 12' CONCRETE FOOT',NG Willi (1) #5 CONTINUOUS
<br />LOCATE ON UNDISTURBED NATURAl SOIL
<br />(1) #5 VERTICAl SAR AT CORNERS A.ND 10'~' O.C,
<br />
<br />RAISED PATIO FOOTING
<br />
<br />,/
<br />
<br />3- 112'
<br />
<br />
<br />
<br />7"
<br />
<br />~,..
<br />
<br />,,1
<br />- - - -
<br />--------
<br />--------
<br />
<br />1"- 8'-/
<br />
<br />=._}~--- -.--
<br />Q, _ =t......-=_=_=
<br />
<br />TYPE I
<br />FiJI T SLOPE / NO FOOTING
<br />0- 2'/ '2'
<br />
<br />l)'PE II
<br />MODERATE SlOPE FOOTlNG
<br />2"112'. ,'.10'
<br />
<br />NOTES:
<br />
<br />(1)#5BARCONT.
<br />~
<br />
<br />
<br />"..",,------
<br />.;
<br />'"
<br />I ,
<br />
<br />>.,--" -
<br />
<br />=-~,7=.~= :;-
<br />1..
<br />
<br />;/- 8' -;/
<br />
<br />TYPE III
<br />STEEP SLOPE FOOTING
<br />> ".1D'
<br />
<br />" NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
<br />SI..A8 WITHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2 . 4
<br />
<br />2. MONOLITHIC siJlas OR FOOTINGS SHALL BE MiN. 2,500 PSI CONCRETE WITH 6x6-10.10
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED 'N LIEU OF MESH.
<br />
<br />3. IF LOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
<br />FOOTING SECTION REQUIRED SY LOCAL CODE. LOCAL CODE GOVERNS.
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />(1
<br />-L-EJL: , - ".
<br />
<br />.' .. . ., to
<br />
<br />. -...,
<br />
<br />r--- , 2' ---'
<br />
<br />(2) #5 BARS EACH WAY
<br />
<br />MAXIMUM UPLiFT #
<br />
<br />',6' x 16' 548#
<br />24' . 24' 978#
<br />~. x 3D' 1,388#
<br />
<br />I
<br />~' _ '3
<br />~I.' " ~ '
<br />31 --3
<br />r"~ r__-
<br />:. j~&7~- .
<br />~-~
<br />
<br />8' x 8". ',6' CONCRETE aLOCK
<br />
<br />8' . 24' x 24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS (18' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH #5 BAR
<br />'.SAKR'OTE REI\DV MIX w' CRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />J TO WOOD DECK 0,'< BEAM
<br />AlTERNATE POST: 4'.4' P.T, - r-: ~----- FOR AlU~INLiM ROOF
<br />....'
<br />/~ / A.':/X;/><<~~ 8 >':~^';~~>~,,/~ / /
<br />/ / <....:.<.'</,</...... a. ~/:-</..:.. "..../ / ~
<br />>;>),,'/....;.,;.>-.; ... i:/;,/'YZ</:
<br />, /.'0~'/'" < 1\'/0-:-( /
<br />A / &;.02;))~ ~ i;;'>:'/,:~~'Y / /
<br />,::JJ//;' ;~%~~ ~ 8ff~,~~// /,'/
<br />~<//.00 '; 1'<.0:0 <<,,/ / /
<br />A. VIRG,NSOIL ' . ,~. ' /~
<br />B. 1S"x.16"x4'CONC.P / /,' ".,.@ l~ I:@'/ //
<br />c. 80 Las, 2500 PSI CONC, <</' .. .... /;
<br />D. RE?LA.CEDSOIL / / / /./ / / / /// /
<br />E. 114' x 2.114' EXPANSION aOLT / / ./ / / / SEE PORCH POST CONNECTION
<br />(2) EACH PER BASE DETAILS
<br />
<br />ISOLATED FOOTER
<br />
<br />3' x 3' AlLJMINUM POST OR
<br />J6' 4' x 4' P.T.P. POST IN GAL V, _1fT
<br />( I POST ANCHOR AND 4-1/4' x T
<br />\ -1-- 2-114' MASONRY SCREW -.1_ I
<br />\- -, ~
<br />' . 3-112' StAB . -.',
<br />. i. ~ _ _ .!. _ t _ _ ,jO.
<br />-"
<br />
<br />....~ 16' MIN. -,I
<br />
<br />POST TO SLAB DETAIL
<br />
<br />(1
<br />LJ
<br />-L-Cl
<br />LJ ~
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2600 PSI CONCRETE WITH (') #5 BAR CONT.
<br />MINiMUM 2-112' OFF GROUND
<br />
<br />AlUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) #5 OR (3) #J BAR CO~T.
<br />MINIMUM 2.'12' OFF GROUND
<br />
<br />-." 8"
<br />
<br />RIBBON FOOTING TYPE II
<br />
<br />RIBBON FOOTiNG TYPE I
<br />
<br />-J
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<br />:)
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<br />(/') ~
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<br />:::lOf-
<br />a:: CI) W
<br />t) W 0
<br />a:: ..;r
<br />W,:::l Z
<br />~f-O
<br />~ g i=
<br />u. cr:: ()
<br />o f- W
<br />OCl)CI)
<br />O~
<br />~~
<br />~
<br />:)
<br />-J
<br />~
<br />
<br />>-
<br />.~
<br />W f5 ~
<br />0..., :P
<br />V) N
<br />-- ~ :3
<br />~8u.~
<br />(1)>-<"-
<br />C~5~~
<br />c::;:~,,-:g
<br />asg~~~
<br />lJJ:I:~~
<br />. ::. .... l1J C5
<br />W~55e
<br />Q)~~~~
<br />u ' -0 ::i u..
<br />~ UJ
<br />\3 ....
<br />~
<br />~o
<br />::. :l..
<br />iJ
<br />
<br />
<br />3
<br />
<br />OF
<br />
<br />6
<br />
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