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<br />DOUBLE 2" x 6" P,T.P. Wffii 314' <br />Pl Y'WOOO (?T) SPACER NAILED Wffii <br />.16d COMMON GAJ..V, (2) EACH 16" O,C. <br /> <br />Rl880N FOOTING OR MONOLITHIC <br />IF MONOLffiilC stAB IS USED SEE NOTES <br />OF DETNLS BElOW <br /> <br />1 <br /> <br /> <br />ANCHOR AlUMINUM FRAME TO WALL <br />OR su.a WITH 114. x 2-112" MASONRY <br />.a.NCHOR WITHIN 6" OF POST },NO '-4' <br />ON CENTER MAXlMUM <br /> <br />(' 1 t4 BAR CONTiNUOUS <br /> <br />6" J( 8. J( 16" ElLOCK WALL (MAX. 3T) <br /> <br /> <br />0PT10NAl CONCRETE CAP ElLOCK <br />OR BRJCl< <br /> <br />~ <br />r <br />~ <br />~ <br />N <br />r'l <br /> <br />(2) SIMPSON K-5 CUPS OR EQUAl.. <br /> <br />(I) t4 BAR AT CORNERS AND 10'-<l" <br />ON CENTER FlU CElLS },NO KNOCK OUT <br />BLOCK TOP COURSE WITH 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />CENTER OF GIRDER B-B <br /> <br />:.. <br />"- <br />L2"J <br /> <br />(1 1 #5I2l BAR OR (2) Wi!l BARS <br />lAIN. 2-112" COVER <br /> <br />2 x 6 flOOR JOISTS FASTENED TO <br />DOUBLE 2 x 6 GIRDER VI'1TH SiMPSON <br />K-2.5 HURRlCAAE ANCHORS AT 16" O,C. <br />CONCRETE BLOCl< PIERS AT 8'..(J' O.C. <br />CONSTRUCTED ON 4 x 16 x 16 CONCRETE <br />FOOTING PAD, ca.LS POURED SOUD WITH <br />(2) #sa BARS },NO (I 1 SIMPSON ~ <br />ANCHOR IN EACH CEU FASTENED TO <br />DOUBLE 2 x 8 GIRDER <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br /> <br />GAJ..V, METAl SmA? (14 GA. X'I <br /> <br /> <br />8' X 8" x'6" CONCRETE ElLOCK <br /> <br />6" x 24' x 24' POURED CONCRETE PAD <br /> <br />314. PRESSURE TREATED Pl WIOOO <br />OR 2 x 6 PRESSURE TREATED DECl<JNG <br /> <br />(2) #S BARS ('8" LONG) EACH WAY <br /> <br />...J <br /><(, <br />:J <br />Z <br /><( <br />(/'):~ <br />W <br />a:,Z <br />:JI 52: (/') <br />I-,(/'):...J <br />()'W - <br />:J:O:<( <br />a:' I- <br />I-:(/')LU <br />(/')!wO: <br />,a:: ~' <br />W':J Z <br />~:.I- 0 <br /><('() <br />a:!:Ji= <br />u..'a: () <br />'I- W <br />0; '^' '^ <br />0, "'" .." <br />O,~ <br />~!:J <br />Z <br />~ <br />:J <br />...J <br /><( <br /> <br />CONCRETE BLOCK OR TREATED WOOO <br />PIERS AT 8'..a- O.C, <br /> <br />CONCRETE POURED crus WITH #S BAR <br />(SJJ'.RETE READY MIX wi GRAYEl..) <br /> <br />PAD FOOTING <br /> <br />FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />, <br />r'l <br /> <br /> <br />AlUMINUM ATTACHMENT <br /> <br />...... <br /> <br />~112" CONCRETE SLAB 6 x 6 - 10 X 10 WElDED <br />WIRE MESH OR FiBER MESH CONCRETE <br />V1SOUENE VAPOR BARRIER UNDER stABS <br />HAVING STRUCTURES ABOVE <br /> <br />CONCRETE BLOCK PIERS AT Ir-<l" O,C, <br />CONSTRUCTED ON 4 J( 16 x 16 CONCRETE <br />FOOTING PAD <br />AUGER AT EACH PIER FASTENED TO 2 x 8 <br />GIRDER WITH FlAT SmA? <br />2 x 6 flOOR JOISTS FASTENCD TO DOUBLE <br />2 X 8 GIRDER WITH SiMPSON K-2.5 <br />HURRICANE ANCHORS AT 16" O.C. <br />OR 2" x 6" JOIST BUCKET <br /> <br /> <br />314' PRESSURE TREATED Pl Y'WOOO <br />OR 2 x 6 PRESSURE TREATED DECKING <br /> <br />,I <br /> <br />, <br /> <br />CONCRETE FILLED BLOCK STEM WALL <br />8' J( S' X 1b~ C.M.U, <br /> <br />TO WOO() DECK OR BEAM <br />FOR AlUMINUM ROOF <br />~~~ ~~~ <br />,--(~~ g ~~~~ <br />0A )..'>>~ c:: ~'S..~% <br />$~~~ ~ ~%~~~ <br />A- V1RGiNSOIL ',4 ~4?} <br />B. 16"x16"x4'CONC.P ~.' d"@ l~ '@04, <br />C. 80 LBS. 2500 PSI CONe, %. ,. <br /> <br />~ ~ ::-:~~:. :L~SION B~ / / / /// / /. ~EE PORCH POST CONNECTION <br /> <br />(2) EACH PER BASE DET NLS <br /> <br /> <br />~ <br /> <br />WELL COMPACTED CLEAN FlU OVER SACRlFlCEO <br />NATURAL SOIL 90% RElATlVE DENSITY <br /> <br />. <br />"' <br />r'l <br /> <br />i' <br />, <br />'" <br />J <br />, <br /> <br />>\..-- <br /> <br />8. x 12" CONCRETE FOOTING WITH (1l #5 CONTINUOUS <br />LOCATE CiN UNDISTURBED NATURAL SOIL <br />(1) #5 \lERllCA1.. BAR AT CORNERS AND 'O'-<l" O,C. <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />RAISED PATIO FOOTING <br /> <br />ISOLATED FOOTER <br /> <br />.f-, <br />ill ~ ~ <br />. "" '" <br />a.. .... ~ <br />::l'" <br />Cl)r'l <br />:d'~i-.r <br />Q)lJ<~ <br />c::f-,z'f:g <br />c::~@~:g <br />~ & ~ ~~ <br />~J:__ <br />. ~ 5 UJ C5 <br />ill~olSe. <br />Q)'~S:~ <br />()ffi;llUJU. <br />C::lJJ-.ruj <br />Q)ii:><f- <br />L.."g <br />~ ci <br />0.: <br /> <br />'i- <br /> <br /> <br />f <br /> <br />~112" <br /> <br /> <br />(1) #5 BAR CONT, <br /> <br />(2) #5 BARS EACH WAY <br /> <br />3. x 3" AlUMINUM POST OR <br />1ltJ 4' X 4' P,T p, POST iN GAlV, <br />POST },NCHOR},NO 4-114' J( <br />2-\14' MASONRY SCREW <br /> <br /> <br />--'" <br />. . ~ ~\l2" SLAB <br /> <br />--'" <br /> <br />J<- 16" MIN. -7" <br /> <br /> <br />2'-<l" MiN. <br />BEFORE SLOPE <br /> <br />~ <br /> <br />MAXIMUM UPLIFT , <br />1S' x 16" 5481 <br />24' x 24' 9781 <br />30" X 30" 1 ,3881 <br /> <br />NOTES: I. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXJSTING <br />SLAB WITHOUT REINFORCEMENT, l1-iEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2,4 <br /> <br />2. '"MONOUTHIC SLABS OR FOOTINGS SHAlL BE MiN. 2.500 PSI CONCRETE WITH 6xl>1Ox10 <br />waDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. <br /> <br />3. IF LOCAl BUiLDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR <br />FooT1NG SECTION REQUIRED BY LOCAl CODE. LOCAL CODe GOVERNS, <br /> <br />B.-4 <br /> <br />, . <br />. . ... . <br />.. '" <br />.. "'--'1< <br /> <br />~'2"-J <br /> <br />AlUMlNUr.l STRUCTURE FOOTING <br />2500 PSI CONCRETE WITH (2) #5 OR (3) 13 BAR CONT, <br />MiNiMUM 2.112" OfF GROUND <br /> <br />~.-->I.. <br />. . ' <br />, . '" <br /> <br />. -'l< <br />J 8' .l <br /> <br />AlUMINUM STRUCTURE FOOTiNG <br />2500 PSI CONCRETE W1TH (1) #S BAR CONT. <br />MiNiMUM 2.1/2" OFF GROUND <br /> <br /> <br />3 <br /> <br />1YPE " <br />MODERATE SLOPE FOOTiNG <br />2"/12".1'.10" <br /> <br />"TYPE III <br />STEEP SLOPE FOOTING <br />> 1'.10" <br /> <br />POST TO SLAB DETAIL <br /> <br />SlAB DETAILS ADDRESSING EROSION <br /> <br />RIBBON FOOTING 1YPE II <br /> <br />RIBBON FOOTING TYPE I <br /> <br />OF <br /> <br />6 <br />