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<br />AL ITRNATe POST: 4 l4 PT. <br /> <br />A . VIRGIN SOIL <br />3 .1~l1S"l4' <br />CONCRETE PAD <br />o - 80 LBS. 2500 PSI <br />CONCRETE <br />D . REPU<CED SOIL <br />i: - 114' l 2-114' <br />EXPANSION BOLT (2) <br />EACH PER BASE <br /> <br />GIRDER OR PERIMETER JOIST <br /> <br />1/1S"l3"l3" ALUMiNUM CAP <br />ON ALUMINUM POST AND <br />111~ l3"lS' PV.TES WI (4) <br />#10 l1fZ' SCREVVS INTO <br />ALUMINUM EACH SIDE <br />(2) 1/4'l1-1fZ' LAG SCREWS <br />,NTO WOOD USE SIMPSON <br />3<:-4 POST TO GIRDE.q 1 BEAM <br />TO CAP WOOD POST WI MFG <br />RECOMME~OEDSCR~VS <br /> <br />3" l 3" ALUMINUM POST OR <br />414 ?T.? POST iN GALV. <br />POST ANCHOR AND 4-1/4'l <br />~ 1fZ' S.M.S. FOR ALUMINUM <br />2-1/4' l HfZ' LAG SCR~""S <br />i , FOR 1'1000 <br /> <br />(2) ~ BARS EACH WAY <br /> <br />3-1/2" SLAB <br /> <br /> <br />--.04 <br /> <br />~ <br /> <br />MAXIMUM UPUFT <br />1S"l1S" 548# <br />24' l24' 378# <br />30" l 30' , .388# <br /> <br />. --':<' <br />+-- 1~ MIN. --,f <br /> <br />POST TO SLAB DETAIL <br /> <br />TO 1'1000 DECK OR BEAM <br />FOR ALUMINUM ROOF <br /> <br />\ <br /> <br /> <br /> <br />(1) #-5" BAR CONT. <br />o ".-- <br />"'~ <br /> <br /> <br />I <br />i <br />7 <br /> <br />i i <br />;f--,(- <br />12" <br /> <br /> <br />TYPE I <br />IAODEAATE SLOPE FOOT1NG <br />2" 112".1'.10" <br /> <br />TYPEiI <br />STEEP SLOPE FOOT1NG > 1'.11l" <br /> <br />NOTES: <br />,. FOR STRUCruRES LESS THAN 200 sa. FT. USE SECT10N 2. <br />2. O3UllDINGS OF 200 TO dOO sa. FT. SHAll HAVE A TYPE I FOOT1NG. <br />3. BUILDINGS OVER dOO sa. FT. SHAll HAVE TYPE II FOOTiNG. <br />4. FOOTINGS SHALL BE MINIMUM 2.500 PSI CONCRETE WIl116l6 - 10 l10 I'VELDED WIRE ~AESH <br />OR FIBER MESH MAY 3E USED IN LIEU OF WIRE MESH. <br />5. :F lOCAL 3UILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR iME <br />FOOTING SECTION REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS. <br /> <br />SLAB-FOOTING DETAILS <br /> <br />DIMENSION TABLE <br />..,. VI V '-<" <br />32" 12' 2' 10'-{)' <br />30' 12' 2" -at -{)' <br />4a' '6' 3' 4'-{)' <br /> <br />/ <br />-- r~1 <br /> <br />WOOD FRAME WALl.. <br /> <br />2 l4 P.T.? ANCHORED WI 1/2' <br />l 8' 'l' SOL TS @ 4'-0" D.C. OR <br />1fZ' lO" DYNA BOLTS @4'-{)' <br />D.C. <br /> <br />(1) #4" BAR CONTiNUOUS <br /> <br />CONCRETE F!LLED BLOCK <br />STeM WALl.. 8' l 8" l 1 ~ C.M.U. <br /> <br />8'l12" CONCRETE FQOT1NG <br />WI ('N') #-5" CO NT. lOCATE ON <br />UNOIST1JRBED NAruRAL SOIL <br />(1) #-5" VERT. BAR @ <br />CORNERS AND 10'-0" 0.0. <br />MAX. FlU CEUS WI 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />. ALl. MASONRY KNEE WAUS <br />SHALl. HAVE A FIliED CEU <br />AND VERT1CAL 3AR AT AU <br />CORNERS <br />NOTE. <br />3-1l2" CONCRETE SLAB W/6l6 <br />.10 l10 WELDED WIRE MESH <br />OR FIBER MESH CONCRETE <br />VISQUE....e VAPOR BARRIE.~ <br />UNDER SLABS HAVING <br />STRUCruRES ABOVE <br />COMPACTED CLEAN FlU <br />OVER (SCARIF1ED) NAruRAL RAISED PATIO FOOTING <br />SOIL 30% DENSITY <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />~:; <br />;:~ili <br />>~ <br />I <br />I <br />i <br />I <br />-- <br />~ ~ ,.. <br />~ <br />;, ~w-J <br /> <br />In NOOO SEAM <br /> <br />~ I ~ ~G SCREWS SEE TABLE <br /> <br /> <br />iI'~ / \ 3"X'2"l~18' <br /> <br />i I ALUMINUM STRAP <br />:0 I _ 3' l 3' l1/8" <br />-- . ALUMINUM PU. TE <br />~ I j <br /> <br />~ ':j 1,}J. ALUMINUM POST <br />:I:1 ~, (SEE'" ABLE) <br />~ w \ 2" x 2" l ! 18" ALUMINUM <br />~ : "bY,' IT TiU 2) <br />>:$ ;J) I t I ANGLES WI n ( 1/4" l <br />3: 7r;RU-BOl TS (SEE <br />I SECTION 9) <br /> <br />\.~. 11-. j <br />~ <br /> <br />SET All 2 <br />CONVENTIONAL ALUMINUM CONSTRUCT10N <br />PORCH POST CONNECTION <br /> <br />~ <br />U <br />i <br />Th- <br />I I <br />~ <br /> <br />LAG SCREWS SEE TABLE <br /> <br />THRU BOLT SEe TABLE <br /> <br />ALUMINUM U-CUP OR <br />ANGLE THICKNESS EQUAL <br />TO OR GREATER THAN POST <br /> <br />ALUMINUM POST <br />(SEE TABLE) <br />THRU BOLT SEE TABLE <br /> <br />MASONRY ANCHOR <br />(SEE SECT10N 9) <br /> <br />DET AJl1 <br /> <br />i\7~ <br />~#== <br />1;~~ <br /> <br /> <br />E><ISTING.....OOO SEAM OR <br />HEADER <br /> <br />1/4' l 2' UlG 30L T (2) PEH POST <br /> <br />" x 2" TOP AND BOTTOM PU< TE <br />SCRE.,.... 2'-{)" J.C. <br /> <br />TYP'CAL POST <br /> <br />#10 ll.1fZ' SCREWS (3) MIN. <br />PER POST TOP AND acT. <br /> <br />114' ~MSONRY ANCHOR (2) P!OR <br />iNTO CONCRETE SCREEN ROOM <br />(SEE SECT10N 9) <br /> <br />ALUMINUM SCREEN ROOM (NON LOAD BEARING) WALL <br />UNDER WOOD FRAME PORCH <br /> <br />< <br />CI)::) <br />lJ.JZ <br />Ct:<{ <br />:J~ CI) <br />f-(J) ...J <br />~ lJ.J Z/::i. <br />Ct:Ct:Of- <br />f-::)f=lJ.J <br />(J)f-_O <br />t:O~ <br />lJ.J::JlJ.JZ <br />~Ct:CO <br /><{f-c_ <br />Ct:(J)Of- <br />lJ..~Nt: <br />0::) ~ <br />Oz <br />0- <br />~3 <br />< <br /> <br />.... <br />W ~_ <br />. j....; N <br />'" ....- <br />u.. ::l N <br />VI .., <br />~- a u: ;! <br />(])U.(,,- <br />C"'Z1'''' <br />~ 0 "- "' <br />c: JJ i- ,~ t.n <br />(])~?(::'~ <br />CDoag~ <br />,~~:;~ <br />WUJ6Ze <br />oUl9)( <br />a>:t~t~ <br />U J.J..I "'" ~ <br />CclJ....W <br />a>~~>- <br />L:.. ~!ll <br />~ UJ 0 <br />.... . <br />0] ::; !l, <br />....JiJ <br /> <br /> <br />OF <br /> <br />7 <br />