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U~HANNEL o ~ ~ '> ~~~~ POST IN CONCRElC #4 BAR 12" LONG OPTIONAl CONCRElC CAP BLOCK OR ElRICl( POURED CONCRETE REFER TO TABLE 2.4 INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING -,:: . . 2" x 2" x 0.063. ANGLES 3" x 3. POST TURN SOL TED TO ANCHOR RJSER 2-314. X 2-314. X 2-112" LONG 1/8. TUBING WELDED CONNECTION FASTEN PER TABLE 12" X 12" X 1/4' Pl.ATE 3-112" CONCRElC Sv..a INTERNAL OR EXTERNAL ANGLE CUPS BASE ANCHOR CONNECTOR FOR POST TO SlAB CONNECTION ~ ALUMINUM TUBE COLUMN EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CUP ~ CORROSION RESISTIVE STEEL l'HRU SOL T PER SCHEDULE CONCRETE SlAB OR FOOTING L 1:! ;i; ~I )' 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 i ,I , 3-112" . .rET"'1'~~~~'-ilpRT""" IT""'" ,,"". rIf-9'<'='Ii B-;-~ .g~8~d,'i, lYP'E I FLAT SLOPE / NO FOOTING 0-2"/12" ~ 16. l A (1) #4 BAR AT CORNERS AND 10'.{)" ON CENTER FILL CEllS AND KNOCK OUT BlOCK TOP COURSE 'MTrl 3000 PSI PEA ROCK CONCRETE RJBSON FOOTING OR MONOUTHIC IF MONOUTHIC SlAB IS USED SEE NOTES OF OCT AILS BELOW ~ r- , ANCHOR ALUMINUM FRAME TO WAll OR SlAB W1TH 114. X 2,112" MASONRY ANCHOR WITHIN 6" OF POST AND 24. ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS 6" X 8. x 16" BLOCK WALl (MAX. 32") (1) #50 BAR OR (2) #40 BARS MIN, 2-112. COVER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 0--- -.'- -'-4 , "cr', r- ~--_.~ 'r ~.e~ l I ~ ~ L~ 't' = THICKNESS OR REQUIRED POST TOP OF GRADE 3. x 3. POST PER TABLE 80 lb. 2500 psi CONCRElC PRE.MIX = ~ ~r- :lI8' X 3-112. BOLT RAlSEO PATIO FOOTING (2) 2" X 'Z" X l' ANGLE OR (1) u-cHANNEL X l' 3' X 3' BASE ~, PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION (1) #5 BAR CONT. I . !:! TYPE II MODERATE SlOPE FOOTING 'Z"/1'Z".1'-10- lYP'E11I STEEP SLOPE FOOTING > 1',10- NOTES: ,. NO FOOTING REQUIREO EXCEPT """EN ADDRESSING EROSION EXCEPT FOR EXlSTING SlAB W1THOUT REINFORCEMENT. THEN TRlBUT N'l:'( ROOF AREA LIMITED BY TABLE 2 . 4 2. MONOlITHIC SlABS OR FOOTINGS SHALl BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Ox10 WELDED W1RE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF lOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS. SlAB DETAILS ADDRESSING EROSION PAD FOOTING ~.--{ . . ' . . ... I I --'1< -,I" 6" ,.I<- ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (1) #5 BAR CONT. MINIMUM 2,112" OFF GROUND RIBBON FOOTING TYPE I ~b... -:'.. ~ . . I" '''1--'1< 11'-- 1 'Z" -,f ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (3) #3 BAR CONT. MINIMUM 2,112" OfF GROUND RIBBON FOOTING TYPE II ALUMINUM ATTACHMENT 3-112" CONCRElC SlAB 8 X 8 ' 10 X 10 WELDED .wIRE MESH OR FISER MESH CONCR...'=TE VISQUENE VAPOR BARRIER UNDER SlJ'I8S HAVlNG STRUCTURES ABOVE WELL COMPACTED ClEAN FILL OVER SACRlFICED NATURAL SOIL 90% RELATIVE DENSfTY CONCRETE FllliD BLOCK STEM WAll 8. X 8. X '6" C.M.U. 8. X 12" CONCRElC FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOIL (1) #5 VERTiCAl BAR AT CORNERS AND 10'.{)" O.C. GALV. METAL STRAP (14 GA. X 1i 8. X 8. x 16" CONCRETE BlOCK 6" x 24. X 24' POURED CONCRETE PAD (2) #5 BARS (18. LONG) EACH WAY CONCRETE POURED CellS W1TH #5 BAR (SAKRETE READY MIX wi GRAVEL) ~. U)I ::>, QZ ~.~ U): Z. ad' C)I U)' U>' ~: O:::.UJ,- UJIQ~ >:U)W O:UJ'Q ()I 0:::' N O'::>'Z ~'0'Q " ::>11- ......O:::U U)hUJ I- U),U) 0::: . ~ o ::>' o.z 0:::_ <C ~. t). ::>1 .-J, <C' 4 OF 7