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<br /> <br />(2) SIMPSON H-5 CLIPS OR EQUN.. <br /> <br />DOUBLE 2' x 6" P.T.P. WIT'rl3l4' <br />Pl YWOOO (PT) SPACER NAJlEO WITH <br />',6d COMMON GAlV. (2) EACH 16" D.C. <br /> <br />CENTER OF GIRDER B-B <br /> <br />2 x 6 flOOR JOISTS FASTENED TO <br />DOUBLE 2 x 8 GIRDER WITH SIMPSON <br />H-2.5 HURRICANE N-ICHORS AT 16" D,C. <br />CONCRETE BLOCK PIERS AT 8'-<J' D.C. <br />CONSTRUCTED ON 4 X 16 X 16 CONCRETE <br />FOOTING PAD, caLS POURED SOLID WITH <br />(2) #5l2l BARS AND (1) SIMPSON ~ <br />ANCHOR IN EACH CEll FASTENED TO <br />DOUBLE 2 X 8 GIRDER <br /> <br /> <br />314' PRESSURE TREATED Pl Y'NOOO <br />OR 2 x 6 PRESSURE TREATED DECKlNG <br /> <br />CONCRETE BLOCK OR TREATED WOOD <br />PIERS AT 8'.{}' O.C. <br /> <br />.r <br />. f <br /> <br /> <br />FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />3/4' PRESSURE TREATED PlY'NOOO <br />OR 2 X 6 PRESSURE TREATED DECKJNG <br /> <br /> <br />CONCRETE BLOCK PIERS AT 8'-0" O,C. <br />CONSTRUCTED ON 4 X 16 X 16 CONCRETE <br />FOOTING PAD <br />AUGER AT EACH PIER FASTENED TO 2 X 8 <br />GIRDER WITH FlAT STRAP <br />2 x 6 flOOR JOISTS FASTENED TO DOUBLE <br />2 X 8 GIRDER W1l11 SIMPSON H-2.5 <br />HURRICANE ANCHORS AT 16" O.C. <br />OR 'Z' X 6" JOIST BUCKET <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />0P'Tl0NAl CONCRETE eN' BlOCK <br />ORBRlCI< ~ <br /> <br />(1)'" BAR AT CORNERS AND 10'-<J' y- <br />ON CENTER Fill CEllS AND KNOCK OUT I <br />BLOCK TOP COURSE WITH 3000 PSI ~ <br />PEA ROCK CONCRETE ~ <br /> <br /> <br />. <br />'" <br />.., <br /> <br />RJ680N FOOTING OR MONOLITHIC <br />IF MONOLITHIC StAB IS USED SEE NOTES <br />OF DE1 NLS Baow <br /> <br />~ <br />Co <br />{- <br />1,'Z'l <br /> <br />ANCHOR AlUMINUM FRAME TO WNJ.. <br />OR SLAB W11li 114" X 2.1/2" MASONRY <br />ANCHOR WITHIN 6" OF POST AND 24' <br />ON CENTER MAXIMUM <br /> <br />(1) ... BAR CONTINUOUS <br /> <br />6" X 8' X 16" BLOCK WAlL (MAX. 321 <br /> <br />(1) #5l2l BAR OR (2) #413 BARS <br />MIN. 2.1/2" COVER <br /> <br /> <br />GALV. ME1Al STRAP (14 GA. X 1") <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br /> <br />AlUMINUM ATTACHMENT <br /> <br />, , <br />I <br />I <br />~ <br />to <br />.., <br />I ~ <br />" '~ <br />, <br /> io <br /> J 'to <br /> , <br /> <br />3-1/2" CONCRETE SLAB 6 x 6 .10 X 10 waoED <br />WIRE MESH OR FIBER MESH CONCRETE <br />VlSOUENE VAPOR BARRIER UNDER SLABS <br />HAVING STRUCTURES ABOVE <br /> <br />CONCRETE FIllED BLOCK STEM WAlL <br />8' x 8' X 16" C.t.4.U. <br /> <br />waL COMPACTED ClEAN FILL OVER SACRIFICED <br />NATURAL SOIL 90% RELA T1VE DENSl1Y <br /> <br />6" I 12' CONCRETE FOOTING W1l11 (1) #5 CONTINUOUS <br />LOCATE uN UNDISTURBED NATURAL SOIL <br />(1)#5 \lERTlCAL BAR AT CORNERS AND 10'-<J' O.C. <br /> <br />RAISED PATIO FOOTING <br /> <br />f <br />E3'~I' I ',,.....:..., ~ I I t:,-, - - - - - <br />,al~\T~~~~~)lSlli=llo\T~""iIe; la:=I!21IEIIE <br />:llai~- i:llt=iTt::I't:::IIt=l't::I'c:;Il~11 <br />I .Jlf""c <br /> <br /> <br />2''{)' MIN. <br />BEFORE SLOPE <br /> <br />l' <br /> <br />3-\/2" <br /> <br />TYPE I <br />FlAT SLOPE' NO FOOTING <br />0.2'11'Z' <br /> <br />TYPE I I <br />MODERATE SLOPE FOOTING <br />2"1'Z'.1'.10" <br /> <br />TYPEIII <br />STEE? SLOPE FOOTING <br />> 1'.10" <br /> <br />NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING <br />SLAB WITHOUT REINFORCEMENT. THEN TRIBUTARY ROOF AREA liMITED BY TABlE 2 .4 <br /> <br />2. '1YIONOUTHIC Sv..BS OR FOOTINGS SHAll BE MIN. 2.500 PSI CONCRETE WITH 6x6-1 ex1 0 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN liEU OF MESH. <br /> <br />3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE U FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL COOE. LOCAL CODE GOVERNS. <br /> <br />SlAB DETAILS ADDRESSING EROSION <br /> <br />~D' -'I. <br />, . <br />. . .. . <br />.. co <br />'.. :"-'1< <br />~,'Z'-J <br /> <br />(2) 115 BARS EACH WAY <br /> <br />MAXIMUM UPllFT # <br /> <br />16' x 16" 548# <br />24' X 24' 978# <br />30" X 30" 1,388# <br /> <br />B" X 6" X 16" CONCRETE BlOCK <br /> <br />6" X 24" X 24' POURED CONCRETE PAD <br /> <br />(2) #5 BARS (18" LONG) EACH WAY <br /> <br />CONCRETE POURED C8J.S WITH #5 BAR <br />(SIJ'-RETE READY MIX wi GRAVEl.} <br /> <br />PAD FOOTING <br /> <br /> <br />A, VIRGIN SOIL <br /> <br />B. <br /> <br />C. <br /> <br />D. REPlACED SOil <br /> <br />E. 1/4" x 2.1/4' EXPANSION BOlT <br />(2) EACH PER BASE <br /> <br />SEE PORCH POST CONNECTION <br />DE1NLS <br /> <br />ISOLATED FOOTER <br /> <br />3' X 3" AlUMINUM POST OR <br />1ltJ 4' x4' P.T.P. POST IN GALV. <br />POST ANCHOR AND 4-114' X <br />2.1/4' MASONRY SCREW <br /> <br />--'0;, <br />. . ~ 3-1/2" SLAB <br /> <br />--'0;, <br />J<- 16" MIN. ~ <br /> <br /> <br />POST TO SLAB DETAIL <br /> <br />lL-'I. <br />IiJ io <br />-'l< <br />J 8' .L <br /> <br />AlUMINUM STRUCTURE FOOTING <br />2500 PSI CONCRETE WITH (1) #5 BAR CONT. <br />MINIMUM 2.1/2" OFF GROUND <br /> <br />I'.lUMIN\.JM STRUCTURE FOOTING <br />2500 PSI CONCRETE W1l11 (2) #5 OR (3) 113 BAR CONT, <br />MINIMUM 2.112" OFF GROUND <br /> <br />RIBBON FOOTING 1YPE II <br /> <br />RIBBON FOOTING 1YPE I <br /> <br />...J <br />~. <br />::J <br />Z <br />~ <br />(/):E <br />Wz <br />~ Q.(/) <br />I-(/)...J <br />~ ~.~ <br />...., 1-, <br />LJ..(/)UJ <br />I-UJO <br />C/)n:~ <br />UJ::Jz <br />~~O <br />n: ...J 1=; <br />u. n: ()1 <br />, I- UJ <br />Oi C/)' U)! <br />gl:E <br />3:.::J <br />z <br />:E <br />::J <br />...J <br />~ <br /> <br />.!- <br />W ~_ <br />. 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