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<br />~O) 1/4' TAPCONS/'w'ASr'ERSs"NUTS 2' MIN
<br />IMBEDMENT CORROSION RESISTANT
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<br />ALUMINUM COLUMNS
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<br />DESIGN REQUIREMENTS
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<br />/ ~(2) 3/8' THRU BOLTS
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<br />1/ _____:1 GA INTERNAL ALUMINUM
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<br />X2,.Y=8' UNLESS
<br />I-'../-j DESIGN SPECIFIES OTHER
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<br />TYPICAL 3000 PSI FooTERISLAB
<br />\..I / 6x6-J;10/1O\..I\JM OR POLY FILL
<br />OVER 6 MIL POL YFIlM \..I lEDGES LAPPED 6'& TAPED
<br />OVER CLEAN COMPACTED TERMITE TREATED SOIL
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<br />DETAIL .LVi OF 3"x3"
<br />POST TO CONCRETE CONNECTION
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<br />6) 1/4' TAPCONS/'w'ASHERS&NUTS 2' MIN
<br />MBEDr-',ENT CJRROSION RESISTAW
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<br />TYPICAL 3000 PSI FOOTER
<br />\..II 6x6-J;10/10\..l\..lM DR POL Y FIll
<br />OVER 6 ,'1IL POL YFIL,'1 \..I/EDGES LAPPED 6'2,. TAPED
<br />OVER CLEAN COMPACTED TERMiTE TREATED SOIL
<br />NOTE NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION
<br />4' 2500 PSI NOMINAL SLAB 'WID FOOTER MAY
<br />BE USED ON LEVEL GROUND UP TO SLOPES or 1'/12'
<br />H8.'W=8'x8' FOR GRADE SLOPE GREATER THA.N 1'/12' UP TO 2'/12'
<br />H8.';/=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />NEW' SLABS TO HAVE EITHER 6'x6'-j:\10/10W'\./M ' V'
<br />OR F IBERNE SH DETAIL J OF 3"x3"
<br />POST TO SLAB CONNECTION
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<br />J'XJ' ALUM COLUMN E,"1BEDDED 21" MIN IN 'DN DIAx2' DEEP
<br />PIER 'WI (1) #5 X 12N REBAR MOUNTED CROSS\../ISE
<br />&CENTRAL THRU COLUMN APPROX. 12'
<br />rROM COLUMN END " 0"
<br />DETAIL OF 3"x3"
<br />TYPICAL PIER/SLAB COLUA1N CONNECTION
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<br />3000PSI CONCRETE PIER rOOTER
<br />AT COLUMN LOCATIONS
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<br />3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2'
<br />PIER \U (j) ;oj5 x 12' RE3AR MOUNTED CROSSwISE
<br />&CENTRAL THRU COLUMN APoROX 12'
<br />FROM COLUMN END
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<br />DEEP
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<br />DETAIL" POF 3"x3"
<br />
<br />TYPICAL PIER COLUJJN CONNECTION
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<br />OSc'INTERNAL U cUP
<br />VI (6) 1/4'x 3 1/2' TAPCONS
<br />c' MIN IMBEDMENT IN 2'x6'
<br />PERIMETER JOISTS
<br />-CORROSION RESISTANT
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<br />'x3'X.04S' ALUMINUM COLUMN
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<br />DETAIL -
<br />POST TO DECK
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<br />24 'MAX DC.~-
<br />TYPICAL
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<br />DETAIL'R"
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<br />'x3' S.MB AL COLUMN TYPICAL
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<br />ObC'INTERNAL.. U CUP ~
<br />AL TERNATIVE
<br />FASTEN COLUMN TO~
<br />j'x2' BASE CHANNEL 1,11
<br />~~xl/sOI~rs ANGLE , ;,~,
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<br />/16-18 HEX HD BOLT. VASHERS ~NUT
<br />CORROSION RESISTANT(2)
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<br />- . -'. i' , . -" POST TO SLAB
<br />11#1/4' TAPCDNS x 2 1/2 I I,' CONNECTION
<br />I 1/4' MIN 1MBEDMENT IN 3'000 !
<br />! PSI CONCRETE I-------L '-f-
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<br />- I hereby certify thot I hove ce"'forMed ond reviewed thiS plon Cl.nd
<br />,t to K)en cOr'1piiorceNlth se:::tior 1609 of -:re ;'"londo Builoing Code,
<br />Oriel ASCE 7-D2 8.. section R30: of F'BCR 2C04
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<br />Dovicl 'w'. SMith,P F
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<br />(TYP) I ENGINEER'S NOTES - g'
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<br />I', BASiC 'JIND VELOCITY, \20 MP
<br />IMPORTANCE FACTOR 07
<br />, eXPOSURE CAT AGORY, B
<br />\ INTERNAL PRESSURE COEFFlCIENT=QO
<br />DESiGN LOADS FOR SCREEN ROOF= II oSF
<br />I DESIGN LOADS FOR SCREEN 'JALLS= 14 PSF
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<br />i ~ f :dJ/;; DES!" "me" '" "^''''" 23 ?S,
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<br />'ourd 1'2~~1 D')~..,;:;,~H:r.~.,~..,~,.tI~'t~!:08 PATiO & CARPO"T
<br />:::J0"4 ,'.,. Custom Home Plan Service CONNECTiON DETAilS
<br />- u (. dl _Ion 990Q 'AlLAS10N CR\V~-DAD~ CIH.>LORICA 3l~2~
<br />~ ~, "I 5 r ~, 0' SCALE I DATE
<br />'~'M-~'086 'h~'~I'086' [-!<AIL "",,../;~""'t '/4"=IFT' 12/12/05
<br />PASCO PERMIT SERVICE D(sIGN/DRA" I CHECKED
<br />SJZANNE BAHR 813-788-S314 QWSM.ITH.PF i
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<br />062'INTERNAL U CUP
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<br />'x3' ALUM S.M,B.
<br />
<br />~/16-18 HEX HD BOLT. IJASHERS ~NUT
<br />CORROS!DN RESISTANT(2)
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<br />I'xc' ALUM BASE PLATE OYP:
<br />
<br />PT 2x4 DECKING-.........<--.- ..
<br />FASTEN TO JOISTS -........:
<br />I,I/~8x3 DECK SCREVS
<br />
<br />#10 TAPCONSX 3 1/2'
<br />-CORROSION RESISTANT
<br />2' MIN IMBEDMENT IN 2'xb'
<br />PERIMETER JOISTS
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<br />-24'NAX O.C.---
<br />TYPICAL
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<br />"s"
<br />DETAIL
<br />SCREEN ROOM
<br />POST TO DECK
<br />CONNECTION
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<br />BUILDING SHALL COMPLY
<br />ALL APPLICABLE BUlLDINC
<br />ELECrRlCAL, PLUMBING AJ
<br />MECHANICAL CODF') ,
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<br />SH[€: T or
<br />SHEET 3
<br />
<br />PART "40.
<br />
<br />,
<br />[NGiNEE? "ICENC[ '53608 I
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