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<br />~ POST iN CONCRETE 114 BAR 12" lONG
<br />\........ i
<br />D! ~. ___ POURED CONCRETE "-EFER TO T"'BLE 2.4
<br />
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<br />
<br />U-':HANNEl
<br />
<br />ISOLATED FOOTING
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
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<br />3' x 3. POST TURN BOLTED
<br />TO ,>NCHOR RISER
<br />
<br />2-314' X 2.3/4' x 2.1/2. lONG
<br />118. TUBING
<br />
<br />WELDED CONNECTION
<br />
<br />
<br />'2:' X 2. x 0.063' ANGLES
<br />
<br />
<br />FASTEN PER TABLE
<br />12" x 12" x 114' PLATE
<br />3-112" CONCRETE S'J\B
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
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<br />ALUMiNUM TUBE COLUMN
<br />
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<br />
<br />'V
<br />
<br />EXTRUDED ALUMINL;M BASE OR
<br />BREAK FORMED U-CUP
<br />
<br />CORROSiON RESiSTIVE STEEL
<br />n1RU BOLT PER SCHEDULE
<br />
<br />'"
<br />N
<br />
<br />CONCRETE SlAB OR FOOTiNG
<br />
<br />t1. ·
<br />I
<br />I
<br />
<br />CCNCRETE ,>NCHORS PER SCHEDULE
<br />
<br />TUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />~6'
<br />
<br />,,'/
<br />
<br />/,-'
<br />
<br />OPTiONAl CONCRETE CM' BLOCK
<br />OR aRICK
<br />
<br />(1) tI4 aAR AT CO"-NERS AND 10'-0'
<br />ON CE.NTER FlU CELLS AND K.NOCK OUT
<br />aLOCK TCP COURSE NITrl 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />RlBBON FOOTiNG OR',10,NOllTH!C
<br />IF MONOliTl-lIC SlAB is USED SEE NOTES
<br />OF DETAILS aElCW
<br />
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<br />ANCHOR AlUMiNUM FRAME TOt/ALl
<br />OR SLAB WIT1-1 1,4' X 2-112" MASONRY
<br />ANCHOR NlTrliN 6" OF POST A.ND 24'
<br />ON CENTER WWMUM
<br />
<br />(1) tI4 BAR CONTINL;OUS
<br />
<br />B. X B. X 16' aLOCK WALl iMAX, 32")
<br />
<br />(1) 1150 BAR OR (2)1140 BARS
<br />'AiN. 2-1/2. COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
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<br />
<br />'1' = THICXNESS OR REQUIRED POST
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<br />
<br />TOP OF GRADE
<br />
<br />3' X 3' POST PEH. TABLE
<br />
<br />80 lb. 2500 psi CONCRETE PRE.MIX
<br />
<br />3/B' X 3-'12' BOLT
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<br />3. X 3' OASE
<br />
<br />RAiSED PATIO FOOTING
<br />
<br />(2) '2:' X 2. X 't' ANGLE OR (1) U~HANNEL X '1'
<br />
<br />ALUMiNUM ATTAChMENT
<br />
<br />3-'12' CO,'<CRETE SlAB B X 6 - 10 X ~O WELDED
<br />WIRE 'AE::H CR FiBER MES:--l CONCR::TE
<br />VISQUENE VAPOR aARRIER UNDER SLABS
<br />HAVING STRUCTURES ABOVE
<br />
<br />WELL CCMPACTED CLEAN FilL OVER SACRIFiCED
<br />NATURAL SOil 90% RELATIVE SE,'<SITf
<br />
<br />CONCRETE FillED BLOCK STEM WAlL
<br />8' X a. X 15. C,M,U,
<br />
<br />a' X '2' CONCRETE FOOTING WIT1-i (1) #-5 CCNTi'<UOUS
<br />LOCATE ON IUNDISTURBED NATURAL SOil
<br />(1) #-5 VERTiCAl BAR AT CCRNE,RS AND 1Q'-<J. 0 C.
<br />
<br />GALV, MET"'l. STRAP (14 GA X 1')
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<br />NOTE ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
<br />BRACING FOR FREE-STANDiNG COVER
<br />
<br />PORCHPOSTCONNEC~ON
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />'Z-o. MIN,
<br />BEFORE SLOPE
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<br />3- , 12.
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<br />10
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<br />TYPE I
<br />FLAT SLOPE I NO FOOTiNG
<br />0.2'/12.
<br />
<br />TYPE I I
<br />MODERATE SLOPE FOOTiNG
<br />2.'12." ".10.
<br />
<br />TYPE I II
<br />STEEP SLOPE FOOTiNG
<br />> ".10'
<br />
<br />NOTES; " NO FOOTING REQUIRED EXCEPT 'MiEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
<br />SlAB WlTHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA liMITED BY TABLE 2,4
<br />
<br />2, MONOUl11lC SlABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WIT1-i 6x6-1Qx,O
<br />WelDED WlRE MESH OR FiBER MESH MAY BE USED IN LIEU OF MESH.
<br />
<br />3, IF LOCAl aUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTiNG OR
<br />FOOTING SECTION REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />a' X 8' X 16" CONCRETE BLOCK
<br />
<br />B' X 24' X 24' POURED CCNCRETE ~AD
<br />
<br />(2) #5 BARS (1a' LONG) EAOH WAY
<br />
<br />CONCRETE POURED CELLS WI~.., #-5 OAR
<br />(SAKRETE READY MIX wi GRAVEL)
<br />
<br />PAD FOOTING
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<br />"'l.UMiNIJM STRUCTURE FOOTiNG
<br />2500 PSI CONCRETE WITH (') #5 BAR CONT.
<br />MINiMUM 2-1/2. OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
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<br />"'l.UMINUM STRUCT1JRE FOOTiNG
<br />2500 PSI CONCRETE WIT1-1 (3) #3 OAR CONT.
<br />MiNiMUM 2,112. OFF GROUND
<br />
<br />RIBBON FOOTING TYPE II
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