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<br />OPTIONAL CONCRETE eN' BLOCK <br />OR BRJCK <br /> <br /> <br />(2) SIMPSON H-5 CLIPS OR EQUAL <br /> <br />(1l tI-4 BAR AT CORNERS ANO 10'~" <br />ON CENTER Fill CELLS AND KNOCK OUT <br />BLOCK TOP COURSE WITH 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />~ <br />-....- <br />i <br />~ <br /> <br /> <br />ANCHOR ALUMINUM FRAME TO WALL <br />OR SlAB WITH 114" x 2.1/2' MASONRY <br />ANCHOR WITHIN 6' OF POST AND 24' <br />ON CENTER MAXIMUM <br /> <br />(1) #4 BAR CONTINUOUS <br /> <br />S'x S"x16" BLOCK WALL (MM. 32') <br /> <br />DOuBLE 2' II 6" P.T.P. \^11TH 314" <br />PL mOOD (PT) SPACER NAILED WlTH <br />#16d COMMON GALV. (2) EACH 15" O.C. <br /> <br />'" <br />'" <br /> <br />L <br /> <br />(1) #50 BAR OR (2) #40 BAAS <br />MIN. 2.112" COVER <br /> <br />RIBBON FOOTING OR MONOLITHIC <br />IF MONOliTHIC SlAB IS USED SEE NOTES <br />OF DETAILS BELOW <br /> <br />"' <br />>i..- <br />~ 12"J <br /> <br />CENTER OF GIRDER B-B <br /> <br />2 II 6 FLOOR JOISTS FASTENED TO <br />DOUBLE 2 x 8 GIRDER WITH SIMPSON <br />H-2.5 HURRJCANE ANCHORS AT 16" O.C. <br />CONCRETE BLOCK PIERS AT 8'~' O.C. <br />CONSTRUCTED ON 4 x 16 x 16 CONCRETE <br />FOOTING PAD. CELLS POURED SOLID WITH <br />(2) #513 BARS AND (1) SIMPSON H~ <br />ANCHOR IN EACH CELL FASTENED TO <br />DOUBLE 2 x 8 GiRDER <br /> <br /> <br />3/4" PRESSURE TREATED PL '!WOOD <br />OR 2 x6 PRESSURE TREATED DECKING <br /> <br />CONCRETE BLOCK OR TREATED WOOD <br />PIERS AT 8'-0' O.C. <br /> <br />FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />...... <br /> <br />3/4' PRESSURE TREATED PL mOOD <br />OR 2x6 PRESSURE TREATED DECKING <br /> <br />I <br />~ <br /> <br /> <br />CONCRETE BLOCK PIERS AT 8'-0" O.C. <br />CONSTRUCTED ON 4 x 16x 16 CONCRETE <br />FOOTING PAD <br />AUGER AT EACH PIER FASTENED TO 2x8 <br />GIRDER WITH Fl.A T STRAP <br />2x6 FLOOR JOISTS FASTENED TO DOUBLE <br />2 II 8 GIRDER WlTH SIMPSON H-2.5 <br />HURRICANE A.NCHORS AT 16" O.C. <br />OR 2" x 6" JOIST BUCKET <br /> <br />:0 <br /><'l <br /> <br />, . ;- <br /> "' <br /> .! , <br /> , ;- <br /> <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />n 0 <br />iJ1rr <br />M <br />~~IIt' / <br />~",~ <br />. .". .11: . ~ <br />. . '. .. <br /> <br />GALV. METAL STRAP (14 GAx 1') <br /> <br />8"x8'x 16" CONCRETE BLOCK <br /> <br />8' x 24'x24' POURED CONCRETE PAD <br /> <br />(2) #5 BARS ('8" LONG) EACH WAY <br /> <br />CONCRETE POURED CELLS WITH #5 BAR <br />(3hY-RETE READY MIX wi GRAvaJ <br /> <br />PAD FOOTING <br /> <br /> <br />---- <br /> <br />ALUMINUM ATTACHMENT <br /> <br />3-112" CONCRETE SLAB 6x6. 10 x 10 WELDED <br />WIRE MESH OR FIBER MESH CONCRETE <br />VlsaUENE VAPOR BARRIER UNDER SlASS <br />HAVING STRUCTURES ABOVE <br /> <br /> <br />WELL COMPACTED ClEAN Fill OVER SACRIFICED <br />NAnJRAL SOIL 90% RELA.TIVE DENSIn' <br /> <br />CONCRETE FILLED BLOCK STEM WALL <br />S' x S' x 16' C.M,U. <br /> <br />S"x 12" CONCRETE FOOTING WlTH (1) #5 CONTINUOUS <br />LOCATE ON UNDISTURBED NATURAL SOIL <br />(1) #5 VERTICAL BAR AT CORNERS AND 10'~" O.C. <br /> <br />A. <br />B. <br />C. <br />D. <br /> <br />E. <br /> <br />RAISED PATIO FOOTING <br /> <br />ISOLATED FOOTER <br /> <br />(2) #5 BARS EACH WAY <br /> <br />3" x 3" ALUMINUM POST OR <br />1f6 4" x4" P.T.P. POST IN GALV. <br />POST ANCHOR AND 4-114" x <br />2.1/4" MASONRY SCREW <br /> <br />- - <br />i . 3-112" SLAB <br />. I. N <br />- <br /> <br />~".:':/~,:i~ <br /> <br /> <br />=j, F', :==~ I==~ t=- <br />~ ,L S" -~ <br /> <br />, <br />_ 16" MIN.--II' <br /> <br /> <br />2'-0" MIN. <br /> <br />BEFORE SLOPE <br />'" / 3-112' <br />1 <br />I <br /> <br />_'i=1~"-:'~:::=::;:"""'-:""S!,::::,..:.....,4 -; - - - - - <br />~="='''~~''-'~~-==I' .-- --I" .- <br />1,?~T:::f"c-"'- - :~~r.f~2=7==~===~T=d;7Sr. <br /> <br />-~~~~~ <br /> <br /> <br />1v'.AXIMUM UPLIFT # <br /> <br />16" x 16" 548# <br />24'x24' 978# <br />30' x 30" 1.388# <br /> <br />TY?E I <br />FLAT SLOPE / NO FOOTING <br />0.2'/12" <br /> <br />n'PE II <br />MODERATE SLOPE FOOTING <br />2"/12" .1'.10' <br /> <br />TY?E III <br />STEEP SLOPE FOOTING <br />> 1'.10' <br /> <br />POST TO SLAB DETAIL <br /> <br />NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING <br />SLAB \^I1THOUT REINFORCEMENT. THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4 <br /> <br />2. 'MONOLITHIC SLA.BS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WI1116x6-1o..10 <br />waDED 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 />D ' <br />~l ( .'>. '.[~ <br /> <br />~..-{ <br />..... ~ <br />. -'\;. <br />I I' <br />-i' S" I"-- <br /> <br />ALUMINUM STRUCTURE FOOTING <br />2SOO PSI CONCRETE WITH (1) #5 BAR CONT. <br />MINIMUM 2.112" OFF GROUND <br /> <br />ALUMINUM STRUCTURE FOOTING <br />2SOO PSI CONCRETE 1'1'1111 (2) #5 OR (3) #3 BAR CONT. <br />MINIMUM 2-112" OFF GROUND <br /> <br />1 ' <br />>"- 12" -~ <br /> <br />RIBBON FOOTING TYPE II <br /> <br />RIBBON FOOTING lYPE I <br /> <br />co t? <br />o 0 <br />~ ID <br />Q) ,.:. <br />co co <br />><8t'-(\I1O <br />g~~~g <br />10'dle'..t <br />.CO (\It'- <br />:Ja.~x~";l <br />zf-r?<'o <br />_(/) LL.00 <br />1 <1iog";l <br />w 0''''' <br />:J dO"" <br />....~a::-t<:;t <br />0( -t::Jco":'Cz <br />>- coa::o <br />< (/)t'-oj:: <br />~lli~1i<z <br />I...Jo <br />~ Q) <br />:r 'oJ <br /> <br />'" <br />::i <br /> <br />.:.J <br />w <br />I- <br /> <br />...J <br />~ <br />::> <br />Z <br />~ <br />en~ <br />w <br />o::Z <br />C) <br />~Ci5~ <br />U W I-::t <br />::JO <br />O::enw <br />I-wo <br />eno::-.t <br />w::Jz <br />~I-Q <br />~gl- <br />u-O::U <br />ol-W <br />Oenen <br />O~ <br />~~ <br />~ <br />::J <br />...J <br />~ <br /> <br />,f., <br />W ~ ~ <br />'f.' 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