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(2) SIMPSON H-5 CLIPS OR EQUAL DOUBLE 2" x 6" P,T,P. WITH 314' PLYWOOD (PT) SPACER NAILED WITH #16<1 COMMON GAlV, (2) EACH 16' O,C. CENTER OF GIRDER B-B 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WITH SIMPSON H-2.5 HURRICANE ANCHORS AT 16' O,C. CONCRETE BLOCK PIERS AT 8'-<l" O,C, CONSTRUCTED ON 4 X 16 X 16 CONCRETE FOOTING PAD, CELLS POURED SOLID WITH (2) #50 BARS AND (1) SIMPSON H-6 ANCHOR IN EACH CELL FASTENED TO DOUBLE 2 X 8 GIRDER 314' PRESSURE TREATED PLYWOOD OR 2 x 6 PRESSURE TREATED DECKING , , ~, CONCRETE BLOCK OR TREATED WOOD PIERS AT rr.J:i' O,C. .r , f FOOTING TO DECK CONNECTION SECTION A-A 314' PRESSURE TREATED PLYWOOD OR 2 x 6 PRESSURE TREATED DECKING CONCRETE BLOCK PIERS AT 8'-<l" O,C, CONSTRUCTED ON 4 x 16 X 16 CONCRETE FOOTING PAD AUGER AT EACH PIER FASTENED TO 2 x 8 GIRDER WITH FLAT STRAP 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WITH SIMPSON H-2.5 HURRICANE ANCHORS AT 16" O,C. OR 2" X 6" JOIST BUCKET ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A 2''{)' MIN. BEFORE SLOPE f f 3-1/2" TYPE I FLAT SLOPE I NO FOOTING 0.2'/12" TYPE I I MOOERATE SLOPE FOOTING 2"/12" .1'.10" OPTIONAL CONCRETE eN' BLOCK OR BRICK ~ r ~ ~ '" CO> (1) #4 BAR AT CORNERS AND 10'-<l" ON CENTER FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONCRETE RIBBON FOOTING OR MONOlITHIC IF MONOlITHIC SLAB IS USED SEE NOTES OF DETAILS BELOW k., 10 ~~ ~ 12"J ANCHOR ALUMINUM FRAME TO WALl OR su-.a WITH 1/4' X 2-112" MASONRY ANCHOR WITHIN 6' OF POST AND 24' ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS 8' X 8' X 16" BLOCK WAlL (MAX. 32") (1) #5Q.l BAR OR (2) #413 BARS MiN. 2-112" COVER GAlV, METAL STRAP (14 GA. X 1") KNEE WALL FOOTING FOR SCREENED ENCLOSURES '~ CONCRETE FILLED BLOCK STEM WAlL 8' x 8' X 16' C.M.U, WELL COMPACTED CLEAN FILL OVER SACRIFICED NATURAL SOIL 90% RELATIVE DENSITY ALUMINUM ATTACHMENT 3-1/2" CONCRETE SLAB 6 X 6 -10 X 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE ~ ~ 10 CO> 1 , 10 '\.--- >l:--'j<-- . 8' X 12" CONCRETE FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDiSTURBED NATURAL SOIL (1) #5 VERTICAL BAR AT CORNERS AND 10'-<l" O.C. RAISED PATIO FOOTING TYPEIII STEEP SLOPE FOOTING ,. 1'.10' NOTES: 1, NO FOOTING REQUIRED EXCEPT WHEN ADORESSING EROSION EXCEPT FOR EXJSTING SLAB WlTHOU1 REINFORCEMENT, THEN TRIBUT ARY ROOF AREA LIMITED BY TABLE 2 , 4 2. "MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Ox10 WELDED WIRE 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 ...lL.....8. -{ . , 4....... :0 , . "1-'1< J-- 12' ---,!' (2) #5 BARS EACH WAY MAXIMUM UPLIFT # 16' X 16" 548# 24' x 24' 978# 30" X 30" 1,388# 8' X 8' X 16" CONCRETE BLOCK 8' X 24' X 24' POURED CONCRETE PAD (2) #5 BARS (18' LONG) EACH WAY CONCRETE POURED CELLS WITH #5 BAR (SJJ'-RETE READY MIX wi GRA\IEl..} PAD FOOTING A - VIRGIN SOIL B- C- D. REPlACED SOIL E. 1/4' x 2-114' EXPANSION BOlT (2) EACH PER BASE SEE PORCH POST CONNECTION DETAILS ISOL\TED FOOTER 3' x 3" ALUMINUM POST OR ~ 4'x4'P,T.P. POST IN GALV, POST ANCHOR AND 4-1/4' X 2.114' MASONRY SCREW . . -; 3-1/2" SLAB """""'" ,L 16"MIN.-J POST TO SLAB DEl AIL ~,-{ , . ' . . co J 8' .L -'I< ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (1) #5 BAR CONT. MINIMUM 2-1/2" OFF GROUND ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT, MINIMUM 2-1/2" OFF GROUND RIBBON FOOTING TYPE II RIBBON FOOTING TYPE I -.J ~, ::> z ~ cn,~ w g51 t3. hU5~ U'W - -..:o:~ ....J' 'I- o:::lcn W l-iW 0 cn,o:::.q- W'::> ~it3Q 0:::1::> I- u.O:::U i I- W D,cncn g,~ ~,::> z ~ ::> -.J ~ .f- W ~_ 'I--' N 0... .... - ::IN _ V) ~ ~ ~ u.... Q)L><l:: cf-z"f:g c~~ti;." ~~C3i~ -JJ:__ . ~ 5 w ~ W~o~e. Q)..:.::;if~ ()it:5l~u. c w'" W Q)i!;~1- L,."m :: q Cl. 3 OF 6