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<br />
<br />. ~ ~ ';;'~.".,
<br />
<br />(2) SiMPSON H-5 CLIPS OR EQUAl
<br />
<br />OPTIONAl CONCRETE CAP BLOCK
<br />OR BRlCK
<br />
<br />(I) 114 BAR AT CORNERS AND ,O'~"
<br />ON CENTER FILL CELLS AND KNOCK OUT
<br />BLOCK TOP COURSE W1TH 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />~
<br />~
<br />
<br />~
<br />
<br />ANCHOR AlUMINUM FRAME TO WAlL
<br />OR StAS W1TH H4", 2.112" MASONRY
<br />ANCHOR W1THIN 6' OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />(1) 114 BAR CONTINUOUS
<br />
<br />8",8'"S' BLOCK WALL (MAX. 32')
<br />
<br />"","" 2,8
<br />
<br />
<br />~
<br />
<br />DOUBLE 2" , a' P,T,P, W1TH 314'
<br />P\. YWOOO (?T) SPACER NAILED W1TH
<br />.,6d COMMON GALV, (2) EACH 1a' Q,C,
<br />
<br />RIBBON FOOTING OR MONOLITHIC
<br />IF MONOLITHIC StAS IS USED SEE NOTES
<br />OF DETAILS BelOW
<br />
<br />
<br />~
<br />
<br />N
<br />....
<br />
<br />(' ) #00 BAR OR (2) #40 BARS
<br />MIN, 2-'12" COVER
<br />
<br />CENTER OF GIRDER B-B
<br />
<br />'" , 2" ;.
<br />
<br />2 x 8 FLOOR JOiSTS FASTENED TO
<br />DOUBLE 2 . a GIRDER WITH SiMPSON "
<br />H,2,5 HURRlCANE ANCHORS AT 16' O,C. ~I," ~
<br />CONCRETE SLOCK PIERS AT 3'-<)" D,C, T
<br />CONSTRUCTED ON 4.18 x 16 CONCRETE : : "
<br />FOOTING PAD CELLS POURED SooD WITH "- 314' PRESSURE TREATED P\. mooQ
<br />(2)~" BARS MO (') SIMPSON H-6 ' , OR 2 x 6 PRESSURE TREATED DECKlNG
<br />ANCl10R IN EACH CELL FASTENED TO , I
<br />DOUBLE 2.6 GIRDER !;:.'..,
<br />' CONCRETE SLOCK OR TREATED WOOD
<br />P'ERS ;.... a'~' 0 c,
<br />n
<br />
<br />.-. "
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />n '
<br />6fIS
<br />~I':r 3
<br />lliLf
<br />~lf111 /
<br />lliJi.....]
<br />~'" 'ilL :~"V
<br />',. , .tJ~ ~./
<br />._-~. --
<br />. -
<br />
<br />GALV, METAL STRAP (\4 GA. x")
<br />
<br />a' . a' x , 6* CONCRETE BLOCK
<br />
<br />a" x 24'.24' POURED CONCRETE "AD
<br />
<br />~
<br />....
<br />
<br />CONCRETE FillED SlOCK STEM WALL
<br />a'. a' x 16' C,M,U,
<br />
<br />A TO WOOD DECK OR BEAM
<br />AlTER.'lATE POST: 4' x 4' p,T, , r' FOR ALL.MiNUM ROOF
<br />
<br />~ /,tiil
<br />r''0-:'<<'<<'') 0 0"'0-:' ';.-;'Y,.
<br />~'><~~ ~ ~~'Z~~
<br />~~/,~//, < K//,~^'-~
<br />A ~. D /.>( Sd ~~~~/,%
<br />W~~~~, ~ r~%:~'l/
<br />:: ~~~I~:~~ONC.p~., "'I'~ i~ I'~W
<br />~: ~~c~:::co'" ~ / />' / / // ;){
<br />
<br />E- 114'x2-'/4'EX?ANSIONBOLT / /./ / / / I SEE PORCH POST CONNECTION
<br />(2) EACH PER BASE DETAilS
<br />
<br />
<br />....J
<br />~
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<br />r.n ~
<br />ill
<br />a::Z
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<br />r- llJ 0
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<br />or-llJ
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<br />~
<br />:J
<br />....J
<br />~
<br />
<br />(2) lIS BARS (la' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH lIS BAR
<br />i,SAl<R'=TE READv MIX wi CRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />,
<br />
<br />0---
<br />
<br />1.,- ;-'-, - - -'- - 'r"+
<br />
<br />LU
<br />U[J
<br />U[J~
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<br />, 0"= ' '
<br />'<-- ' , ,
<br />'.
<br />',< .
<br />
<br />ALUMINU~ ATTAChMENT
<br />
<br />CONCRETE BLOCK PIERS AT 8'~" O,C,
<br />CONSTRUCTED ON 4 . ~ 6 x ~ 8 CONCRETE
<br />FOOTING "AD
<br />AUGER AT EACH PIER FASTENED TO 2 x 6
<br />GIRDER WITH FLAT STRAP
<br />2.8 FLOOR JOISTS FASTENED TO DOU8lE
<br />2.8 GIRDER W1TH SIMPSON H-2,5
<br />HUAAJCANE ANCHORS AT 16" O,C.
<br />OR 2" x 6" JOiST BUCKET
<br />
<br />314' PRESSURE TREATED PLYWOOD
<br />~ OR 2 x 6 PRESSURE TREATED DECKING
<br />~
<br />
<br />3-112" CONCRETE StA3 6 16 -'0 x'O WELDED
<br />WIRE MESH OR FIBE,~ MESH CONCRETE
<br />VIsaUENE VAPOR BARRIER UNDER StA3S
<br />HAVING STRUCTURES ABOVE
<br />
<br />
<br />~
<br />
<br />WE! l. COMPACTED CLEAN FilL OVER SACRIFICED
<br />NAT1.JR.A.L SOIL 90% RELATIVE DENSI1'l'
<br />
<br />i
<br />I
<br />", "
<br />
<br />'\
<br />
<br />8' x , 2' CONCRETE FOOTiNG W1TH (1) lIS CONTINUOUS
<br />LOCATE ON UNDIST1.JRSED NATURAL SOIL
<br />(1) I/.S VERTlOL BAR AT CORNERS AND 10'~'O,C.
<br />
<br />=
<br />
<br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />RAISED PATIO FOOTING
<br />
<br />ISOLATED FOOTER
<br />
<br />,..
<br />W ~_
<br />. .. N
<br />0... ::l -
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<br />'-'UJ ....
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<br />
<br />,
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<br />,
<br />
<br />3-112"
<br />
<br />
<br />(2) 1/.5 BARS EACH WAY
<br />
<br />3" II 3" ALUMINUM POST OR
<br />~ 4'X4,p,T,P,POSTINGALV.~
<br />POST ANCHOR AND 4-1/4' x
<br />2.1/4' MASONRY SCREYV
<br />
<br />-',;
<br />. I. ~ 3-112' StAS
<br />--...
<br />~ 16* MIN, .-.J,
<br />
<br />
<br />2'~' MIN.
<br />BEFORE SLOPE
<br />
<br />=;:-,=;;,~~s:;:=;;,,r;.~~~:.....~.;=.= '::::U:_
<br />__ .:=. ~ =,. =l'~'==',== ='':1'~;.
<br />.~'-~'
<br />; ~i=:=l'-
<br />ii;~
<br />
<br />~
<br />
<br />MAXIMUM UP\.IFT II
<br />
<br />16' x 1S" S4e#
<br />24' X 24' 978#
<br />30' x 30' 1,388#
<br />
<br />NOTES:
<br />
<br />1. NO FOOTING REQUIRED EXCEPT WEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SI.AS WITHOUT REINfORCEMENT, THEN TRiBUTARY ROOF AREA WAITED BY TABLE 2,4
<br />
<br />2. MONOUTHIC SlABS OR FOOTiNGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6>.6-10><10
<br />WELDED W1RE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />3. IF LOCAL BUilDING CODES REOUIRES A MINIMUM FOOTING USE 1'l'PE II FOOTING OR
<br />FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL COOE GOVERNS.
<br />
<br />ibIT -,
<br />~.' ..... :0
<br />;' "".~.. ~
<br />~12"-'"
<br />
<br />AlUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) I/.S OR (3) #3 BAR CONT,
<br />MINiMUM 2.'12" OfF GROUNO
<br />
<br />(J ,
<br />~-"<
<br />L::J ~
<br />-7-
<br />..", S" ;.....
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE Wffii (1) 1/.5 BAR CONT,
<br />MINIMUM 2,112' OFF GROUND
<br />
<br />
<br />3
<br />
<br />TYPE I
<br />FLAT SLOPE I NO FOOTING
<br />0.2' 112"
<br />
<br />TYPE II
<br />MODERATE SlOPE fOOTING
<br />2"112".1'.10"
<br />
<br />TYPE I II
<br />STEE? SLOPE FOOTING
<br />> 1'.10.
<br />
<br />POST TO SLAB DETAIL
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />RIBBON FOOTING lYPE II
<br />
<br />RIBBON FOOTING lYPE I
<br />
<br />OF
<br />
<br />6
<br />
<br />
<br />
<br />
<br />
<br />"-:+,:'i'c~-
<br />
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