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<br />,,'- 2x61 C 'T
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<br />
<br />DOUBLE 2' x 5' P.T.P. WITH 314'
<br />Pl YWOOD (PT) SPACER NAilED WITH
<br />#'5d COMMONGAlV.(21 EACH ';'OC.
<br />
<br />CENTER OF GIRDER B-B
<br />
<br />2 x 6 FLOOR JOISTS FASTENED TO __
<br />DOLiBLE 2 x 8 GIRDER WITH SIMPSON ~
<br />H-2.5 rlURRICANE ANCHORS AT 16' O.C. :,i! l " ~
<br />CONCRETE BLOCK PIERS AT 8'-<l' OC. ~
<br />CONSTRUCTED ON 4 X 15 X 16 CONCRET~ II "-
<br />FOOTI',G PAD, CELLS POURED SOUD WITH '\.I~.. _. "-- 314' PRESSURE TREATED PLYWOOD
<br />(2);<S0 BARS AND (1) SiMPSON H-? i . , DR 2 X 6 PRESSURE TREATED DECKING
<br />A!"CHOR IN EACH CELL FASTENED TO i . I .
<br />DOUBLE 2 < 8 GIRDER ~'.. .-:-1l'
<br />, ~ ""--- CONCRETE BLOCK OR TREATED 1'1000
<br />~ P'!:f\S ;,~ o.-<l' 0 C.
<br />rn
<br />'V_c.
<br />1.'--: . ...1
<br />
<br />FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />314' PRESSURE TREATED PLYWOOD
<br />~ OR 2 X 5 PRESSURE TREATED DECKING
<br />CO:'CRETE BLOCK PIERS AT 8'-{)' O.C. ~' ~
<br />CONSTRUCTED ON 4 X ',6 X 15 CONCRET:-UI.
<br />FOOTING PAD
<br />AUGER AT EACH PIER FASTENED TO 2 X 8
<br />G;RDER WITH FLAT STRAP ~
<br />2. X 6 ~.L. OOR JOIST.S FASTENED TO DOUBLE (. _
<br />2 x 8 GIRDER WITH SIMPSON H-2.5
<br />HURR:;ANE ANCHORS AT 16' O.C.
<br />OR 2" x 6' JOIST BUCKET I
<br />
<br />. .~ '..1
<br />
<br />
<br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
<br />
<br />2'-0' MIN.
<br />BEFORE SLOPE
<br />
<br />(1 l itS BAR CONT.
<br />'->-
<br />
<br />OPTIONAL CONCRETE CAP BLOCK
<br />OR BRICK
<br />
<br />/---
<br />.... U ..'
<br />
<br />, . r~] __ _ __
<br />~m ~--~.'
<br />~ ~: --~
<br />. .J
<br />
<br />RIB80N FOOTING OR MONOLITHIC _____.___.:-:-:. ~~~ ,~. ~. . _ _'_ .
<br />IF MONOLITHIC SLAB IS USED SEE NOTES "'. t...:: . .
<br />OF DETAilS BELOW .~-
<br />
<br />(1
<br />
<br />(1)#4 BAR AT CORNERS AND '0'-0'
<br />ON CENTER FILL CELLS AND ><."<OCK OUT
<br />BLOCK "TOP COURSE WITH 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />/ 12' /
<br />
<br />ANCHOR AlUMINUM fRAME TO WALL
<br />OR Sl-"B WITH 114' 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 '6' BLOCK WALL (MAX. 32')
<br />
<br />(" #50 BAR OR (2) tl40 BARS
<br />MIN 2.112' COVER
<br />
<br />ilo;:]
<br />
<br />GAlV. METAL STRAP ('4 GA. X 1')
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />8' x 8' X ~ 5" CONCRETE BLOCK
<br />
<br />'-,
<br />
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<br />II __
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<br />
<br />CONCRETE FILLED BLOCK STEM WAlL
<br />8' x B' x 16' C_M.U.
<br />
<br />WELL COMPACTED CLEAN FILL OVER SACRIFICED
<br />NATURAL SOIL 90% REl-"TIVE DENSI1Y
<br />
<br />ALUMINtJM ATIAChMENT
<br />
<br />3-112' CONCRETE Sl-"B 6 x 5.10 X 10 WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />
<br />ViSQUENE VAPOR BARRIER UNDER SLABS
<br />HAVING STRUCTURES A80VE
<br />
<br />~
<br />::!i
<br />~
<br />co>
<br />
<br />",
<br />
<br />",
<br />
<br />8' x 12' CONCRETE FOOTiNG WITH (1) #S CONTINUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(1);<S VER"T!CAl BAR AT CORNERS AND 10'-0' O.C.
<br />
<br />"'
<br />
<br />"",
<br />
<br />RAISED PATIO FOOTING
<br />
<br />(1 l #S BAR CONT.
<br />'->-
<br />
<br />,/
<br />
<br />3-112'
<br />
<br />
<br />
<br />I'
<br />
<br />~-,c=-= =. =-~j
<br />_ _ .~ n
<br />- - - ~- - - -. -
<br />. - -
<br />---------
<br />
<br />"'
<br />
<br />I'- S' -I'
<br />
<br />1YPE I
<br />FLAT SLOPE / NO FOOTING
<br />0.2'/12'
<br />
<br />TYPE II
<br />MODERATE SLOPE FOOTING
<br />2'/12'.1'.10'
<br />
<br />NOTES.
<br />
<br />,....-----
<br />'"
<br />"
<br />..
<br />
<br />'-c----7.
<br />
<br />- .~ .- -,--
<br />-r---,'-
<br />N
<br />
<br />,/- 8' ---;"
<br />
<br />1YPE III
<br />STEEP SLOPE FOOTING
<br />> 1'.10'
<br />
<br />1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
<br />Sl-"B WITHOUT REINFORCEMENT. THEN TRiBUTARY ROOF AREA liMITED BY TABLE 2.4
<br />
<br />2. MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6x6-10x'0
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
<br />
<br />3. IF LOCAL BUILDING 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 />(1
<br />I,
<br />I.~' ....... ,I ~~
<br />
<br />/- 12'~"
<br />
<br />(2) #5 BARS EACH WAY
<br />
<br />/,'AXIMUM UPliFT #
<br />
<br />16' X 16' S48#
<br />24' X 24' 978#
<br />30' X 30' , .388#
<br />
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<br />
<br />8' X 24' X 24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS (18'lONGl EACH WAY
<br />
<br />CONCRETE POURED CEllS WITH #5 BAR
<br />(SAKR<:TE READY MIX wi CRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />J TO WOOD DECK OR BEAM
<br />r; ~---- FOR AltJMiNL.M ROOF
<br />/ /~>-..i".-f"...;.(.,.~. '.' 8-f"/~l"-f~~ /'
<br />/ /-!/v'/v. /, ll. ~~'//,<,/ / /:
<br />~:/:",">~~ ..J V;-,/:~ZV
<br />. ~';;;@. ,/, < 1\./0--,/ /
<br />A /~; D >~ ~ i0>>'/:~~/ / /
<br />y>> . '/. .-'v./' ll. ,(f, //, '. // / .'
<br />./ ~"/\:./,,, ~ "\/,,V,~ ~, /. /
<br />~;.:/ /;;/}'./.'" 0'>'i">::r.>:;> / /
<br />,,'-:. ,'-:. '-:./~ \ J"'-.:/",,..'-:. / /
<br />A- VIRGINSOIL ' .' .~. ' /~.
<br />B - 16"x16"x4' CONC. P / /,' ".1 @ i~ I'-@.'///
<br />C - 80 lBS. 2500 PSI CONC. <<A' .. ~. ". /
<br />D - REPl-"CED SOil / / / /,. /j~ / / //
<br />E. 1/4' X 2.1/4' EXPANSION BOLT /, / / / SEE PORCH POST CONNECTION
<br />(2) EACH PER BASE DETAILS
<br />
<br />ALTERNATE POST: 4' X 4' P.T.
<br />
<br />ISOLATED FOOTER
<br />
<br />3' X 3' ALUMINUM POST OR
<br />1f6. 4' x 4' P.T.P. p. OST IN GALV. 1fT
<br />POST ANCHOR AND 4-114' X T
<br />-1- ,.",. ""'0<"' 'CREW db
<br />
<br />
<br />,; -;- 3-1'2' SLAB . ~'.
<br />· I. ~ _ _ "'- _ t _ _ ~_
<br />-'-;
<br />
<br />/-- 16' MIN. -/
<br />
<br />POST TO SLAB DETAIL
<br />
<br />.,>{"
<br />I I
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (') #S BAR CONT.
<br />MINIMUM 2.112' OFF GROUND
<br />
<br />ALUMINtJM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) #5 OR (3) #J BAR CONT.
<br />MiNiMUM 2.112' OFF GROUND
<br />
<br />'-
<br />
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<br />
<br />-' 8- ".:...
<br />
<br />RIBBON FOOTING TYPE II
<br />
<br />RIBBON FOOT:NG TYPE I
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