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-[] ~,1'.4 . , . II U~HANNEL INTERNAL OR EXTERNAL RECEIVING CHANNEL --:: 2" x 2' x 0,063' ANGLES . . INTER.NAL OR EXTERNAL ANGLE CLIPS ALUMINUM TUBe: COLUMN ~- EXTRUDED ALUMINUM BASE OR BREAK FORMED LJ.<:L1P CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SlAB OR FOOTiNG CONCRETE ANCHORS PER SCHEDULE TUBE COLUMN BASE SCHEMATIC INTERNAL BASE NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVER Z~'MIN. BEFORE SLOPE , '(' l-1/2' , , "'~ - :;- - - '. ~ji ;.=ITP~~~'7i='T~j=lo-'7::';;;;:''"'':':';=~%r=k:j=b;::ib171:Fio'~~'' 'J,=r TYPE I FlAT SLOPE I NO FOOTING 0.2'/12" ;-~ '? I > '- -.....,/ ~ '- POST IN CONCRETE #4 BAR 12" LONG POURED CONCRETE REFER TO TABLE 2.4 ISOLATED FOOTING 3' x 3' POST TURN BOlTED TO ANCHOR RISER 2.314' x 2-314' X 2-112" LONG 1/8' TUBING WELDED CONNECTlON FASTEN PER TABlE 12" x 12" x 114' PLA.TE l-112" CONCRETE S'..A8 BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION I '7' , . N l- ~ ~ (f 4 ~ I ,.'" ~ 16' / PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION TYPE/II STEEP SLOPE FOOTING > 1'-10- NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCE?T FOR EXlSTING SlAB WITHOUT REINFORCEMENT, THEN TRJBUT MY ROOF MEA LIMITED BY TABLE 2 , 4 2. MONOLITHIC SlABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WITH 5x6-1 Ox1 0 WELDED WlRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. ~8'-';' TYPE II MODERATE SlOPE FOOTING 2"/12".1'-10- SLAB DETAILS ADDRESSING EROSION OPTIONAL CONCRETE CAP BLOCK OR BRICK ~ I ~ ~ (1) #4 BAR AT CORNERS AND 10'.{)" ON CENTER FlU ceLLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONCRETE ANCHOR ALUMINUM FRAME TO WALL OR SlAB WITH 114' x 2.112" MASONRY ANCHOR WITHIN 8' OF POST AND 24' ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS 8' x 8' x 16' BLOCK WALL (MAX. 32") ~'i'-/'-"- r" C ~ ~ 1,2"1 KNEE WALL FOOTING FOR SCREENED ENCLOSURES RIBBON FOOTING OR MONOLlTHIC If MONOLITHIC SlAB /S USED SEE NOTES OF DETAILS BELOW :::-:'~ l' I ~ ill I J , \' r" '" ~ 1,-'- - -4 . . 0: r' ~.._- 'r '\' ,. THICKNESS OR REQUIRED POST TOP OF GRADE 3' x 3' POST PER TABLE 1.. .' ~ 8IJ lb. 2500 psi CONCRETE PRE-MIX "n ~~ i' ~ :318' x l-112' BOLT (2) 2" x 2" x '\' ANGLE OR (1) U-CHANNEL x l' RAISED PATIO FOOTING 3' x 3' BASE (1) #513 BAR OR (2) #413 BARS MIN. 2.1/2' COVER ALUMINUM ATTACHMENT 3-1/2' CONCRETE SlAB 6 x 8 -10 x 10 WELDED WIRE MESH DR FI8!:':R MES!1 CONCReTE VISQUENE VAPOR BARRIER UNDER SlABS HAVING STRUCTURES ABOVE ..J <l.:: (I);::) az L.1.J,<l.:: J:~ (l)z "" (9'(1) (l)U)..J 0:::L.1.J L.1.Ja~ >(I)L.1.J OL.1.JO ()O:::N Q::)z ~t) 0 a.::)f= _ 0::: () (l)I-UJ 1-(1)(1) o:::~ 0::) c.z 0:::_ <l.::~ ()::) ..J <l.:: WELL COMPACTED CLEAN FILL OVER SACRIFICED NATURAL SOIL 90% RELATIVE DENSITY CONCRETE FILLED BLOCK STEM WALL 8' x 8' x , 8' C.M,U, B' x 12" CONCRETE FooTlNG WlTrl (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOIL (I) #5 VERTICAL BAR AT CORNERS AND 10'.{)" Q,C, GALV. METAL STRAP (14 GA x 11 8' J( 8' x \8' CONCRETE BLOCK 8' x 24' X 24" POURED CONCRETE PAD (2) #5 BARS (18' LONG) EACH WAY CONCRETE POURED CELLS WITH #5 BAR (SAKRETE READY MIX wi GRAVEL) PAD FOOTING fl \iJ' -4 , . ' . , co -"- I ,I --,f 8' Je- ALUMiNUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (1) #5 BAR CONT, MINIMUM 2-112" OFF GROUND RIBBON FOOTING TYPE I ~-~ ~~ .L12"-J ALUMINUM STRUCTURE FOOTiNG 2500 PSI CONCRETE WITH (3) #3 BAR CONT, MINIMUM 2.112' OFF GROUND RIBBON FOOTING TYPE II .1- W ~_ . f-' N a..... - ::)N (I)'" :d'~i. Q) U .::: Cl-~"f~ zO....:n C~>:~"i' ~~~~~ -JJ:e._ . ~ 5 ~ ~ Waoo~ ~rr~~~ \JUJ("")....; cllJ"'w Q)~~;- ....l:Jal ;::z-q ctl:>ct U 4 OF 7 . ._,J