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<br />ENGINEER'S NOTES:
<br />
<br />1110 X 1/2' HEX HD CORROSION RESISTANT METAL SCREW
<br />&\../ASHER&SEAL
<br />APPROX 4' DC MAX (] SCRE\../S IPANE~ BOTH ENDS>
<br />AS SHD\../N
<br />
<br />~~ 3 S~~
<br />1 THE BASIC DESIGN ',JIND SPEED= ~.7I c..~
<br />2 THE WIND ]V,PCRTANCE FACTeR IS U.n
<br />3 THE WIND EXPOSURE CATAGORY USED IS 'B'
<br />4 THE INTERNAL PRESSURE COEFFICIENT cOR OPEN
<br />5 C&C DESIGN ',JIND PRESSURE =+18/-27 psr
<br />
<br />GUST
<br />
<br />BULDINGS IS 0.00
<br />
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST ROW OF SHINGLES"
<br />- \
<br />OR UNDER DRIP lOGE \
<br />
<br />\
<br />
<br />12' APDRDXl-i
<br />
<br />ROOF
<br />
<br />VALENCE CAP \
<br />1:l8xl/2' CORROSION RESISTENT
<br />VASHER HEADED SCREVS
<br />
<br />\
<br />
<br />\
<br />
<br />118 X 1/2' CORROSION RESISTANT
<br />ALL PURPOSE SCREV
<br />
<br />ALUM FLASHING
<br />;r INSTALLED 6' MIN UNDER
<br />FIRST ROW OF SHINGLES ,_
<br />i OR UNDER DRIP EDGE ,/_:.:,~.-:.:::::
<br />I'MIN- j - ...-,..::.::,-:;::::...-.....-
<br />: .--..~~;:..~:..-..
<br />1- I' ...-"...-.-:."-:;:::;::::,--~"
<br />." --.- ." --
<br />---......-:-~:::::::--.. -- ..-'- --..-"
<br />
<br />.-.,
<br />,...-'
<br />/,/' EXISTING
<br />ROOF
<br />
<br />2'x4'x,044'
<br />ALUM TILT BEAM
<br />
<br />
<br />CASTEN 3x12x032 ALUM PAN ROOF PANELS
<br />l05-H28 ALUM TENSILE=28KSI/YIELD=24Ksr
<br />BOTH ENDS IJI 1l10x3/4' TEKS
<br />(3) SCRE'..'S PER PANEL EQ SPACED
<br />CORROSION RESISTANT
<br />
<br />
<br />--..-
<br />
<br />FASTEN RECEIVING CHANNEL
<br />TO HOST 2x4 MIN FACIA WI
<br />1l10x2' SMS OR LAG SCREIJS
<br />@ 12' DC ,"1AX <2> ROWS STAGGERED
<br />NOTE CoNTRACTER TO VERIFY
<br />CONDITION OF HOST STRUCTURE
<br />
<br />4X VIEW @
<br />FACIA ATTACHMENT DETAIL
<br />
<br />
<br />1/2-13 HEX HD BOLT, WASHERS &NUT
<br />CORROSION RESISTANT (2)
<br />
<br />11 GA INTERNAL ALUM BASE
<br />PREDRILL VERT FLANGES
<br /><2> 1/2' THRU BOLTS
<br />
<br />(6) 1/4' TAPCONS/'..'ASHERS~NUTS 2' MIN
<br />CORROSION RESISTANT
<br />
<br />I.~\.
<br />
<br />"'\ ,:~, .'-'0:'.,.- ;/-;0;" ~:::-"
<br />
<br />3/8-16 HEX HD BOLT, VASHERS ~NUT
<br />CORROSION RESISTANT (2)
<br />
<br />
<br />I' CONCRETE SLAB OR FOOTING
<br />lITH 6X6 10/10 WWM OVER
<br />; MIL POLY FILM OVERLAPPED 6'
<br />JVER CLEAN COMPACTED SOIL
<br />..'ITH EDGES TAPED
<br />
<br />
<br />2'x4'x063'
<br />ALUM TILT BEAM
<br />
<br />DETAIL OF
<br />END POST TO CONCRETE
<br />CONNECTION
<br />
<br />
<br />3'x3'x063'
<br />ALUMINUM COLUf',NS @8' O.c. MAX
<br />TYPICAL (J) IN rRONT@ 8' O.C
<br />
<br />GRADE
<br />
<br />~
<br />I ~ : 6
<br />I" U"
<br />r I. 06
<br />
<br />f I
<br />
<br />! 21 I
<br />1-- -l
<br />
<br />ENLARGED VIEW @
<br />I COLUMN TO 8MB
<br />1- - - - -- - - - -- - - - - - -- - - - - - - -- - - - - --I
<br />ALTERNATIVE i
<br />:062'INJE2~~L 3'x3'X063' ALUMINUM COLUMN ,
<br />" ' I
<br />
<br />2'x2'x062' ANGL~' \ 4/16-18 HEX HD BOL T, VASHE'RS ~NUT ,
<br />EACH SIDE CORROSION RES1STANT(2) ,
<br />
<br />,c="1 l'x2' ALUM BASE PLATE (TyP) I
<br />
<br />'I' PT 2x4/DECKING
<br />F'ASiEN TO JOISTS
<br />v/~8x3 DECK SCREVS I
<br />
<br />I
<br />-'
<br />(\j
<br />I
<br />,
<br />
<br />...,
<br />
<br />
<br />
<br />I .
<br />I g
<br />1\
<br />- {
<br />~\\ I 'PT 2::::~ POE;IMETER JOiST
<br />
<br />TYPICAL DETAIL OF \, i TYP1CAL
<br />ALTERNATIVE WOOD DECK \ ~10 TAPCDNSX 3 1/2'
<br />POST TO DECK -CORROSION RESISTANT
<br />CON~ECTIO~ 2' M!N 1l<lBEDMENT IN 2'x6'
<br />PERIMETER JOISTS
<br />
<br />3000 PSI CONCRE';: 2.x2'X2' 'DOTiNG
<br />OVER CLEAN COMPACTED SOIL
<br />3'X3'XOE, MIN ALUM COLUMN IMBEDDD 2' MIN I.N
<br />PIER '.ITH i ~ 5 X :2' REBAR MOUNTED CROSSIoiISE
<br />~CENTRAL THRU COLUMN APPRO X 4' FROM COLUMN END
<br />(3) PIER rOOTINGS LOCATE D PER PLAN
<br />
<br />ENLARGED VIEW
<br />ALTERNATIVE PIER FOOTING DETAIL
<br />
<br />HOST STRUCTURE
<br />
<br />~
<br />'T.=':':.:':'~
<br />
<br />12
<br />
<br />
<br />~ 3/8-16 HEX HD BOL T, WASHERS &NUT
<br />CORROSION RESISTANT (2)
<br />
<br />w
<br />'"
<br />::l
<br />U
<br />::l
<br />'"
<br />r-
<br />I/l
<br />r-
<br />I/l
<br />Cl
<br />'I
<br /> W
<br /> 0:::
<br /> ::)
<br /> l- X
<br /> U
<br /> ::) <1:
<br /> 0::: 2:
<br /> l-
<br /> (/) -
<br /> 0
<br /> I- ,.--<
<br /> (/)
<br /> 0
<br /> I
<br />
<br />! ---,:>'
<br />I MAX
<br />
<br />3'X3 I/8'xl0' BREAK FORM CHANNEL
<br />ATTACHED TO HOST STRUCTURE
<br />V/ 1:l10X3' SMS CORROSION RESISTANT
<br />@16' O.C, TO HOST STUDS
<br />STRIP SEALANT BETVEEN FACIA&HEADER
<br />
<br />1T
<br />MAX
<br />
<br />~D X
<br />1<1:
<br />-2:
<br />c:p
<br />
<br />
<br />3'x3'x.063'
<br />ALUMINUM COLUMNS @8' O.C, MAX
<br />TYPICAL
<br />
<br />
<br />3/8-16 HEX HD BOLT, VASHERS &NUT
<br />CORROSION RESISTANT (2)
<br />
<br />II GA INTERNAL ALUMINUM BASE
<br />PREDRILL VERT FLANGES
<br />(2) 3/8' THRU BOLTS
<br />
<br />If COLUMN FASTENED VITH
<br />3/8' XS' EXPANSION BOLT
<br />2 1/2' MIN ENGAGEMENT VITH SLAB
<br />,t I
<br />
<br />I' .'; ',c: -" ~ --- - - - 4\ '-------- ------- ----------~~i~~~ ~::~~~I?_ J2.
<br />
<br />II I NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROS:ON BUILDING OFFICIAL~~ ll) )}.., t
<br />Y4' 2500 PSI NOMINAL SLAB WID FOOTER MAY f-~
<br />!-W-j BE USED ON !.-EVEL GROUND UP TO SLOPES OF 1'/12' (
<br />I H8.W=S'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
<br />H8.W=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />~~'WFISBLtRBMSESTHO HAVE EJiHER 6'x6'-1l10/10W',..:M COVE RE D AD D ITI 0 N
<br />
<br />~~50F~f?E~/NIOTi5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
<br />
<br />
<br />NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
<br />
<br />hereoy cer'tify thot I hove perfor!"',ed ond reviewed thiS pion ond found
<br />it to 02 in cOi"'lplionce with the F'lorido BUilding Code, 2004 editicn
<br />
<br />~~/
<br />~\,-J ~,Jp
<br />V\~ ! \ ,. ')..
<br />
<br />Dovld 'vi Si"'lith,P E
<br />[CUSTOMER
<br />
<br />DESIGNED rOR 120 MPH \.IIND ZONE
<br />PASCO CO:JNTY, FLORIDA
<br />
<br />
<br />"B2"
<br />
<br />D . 'V. S:\.-1 I T H , P . E .
<br />rLDRI~A PROHSSliJNAl [~iN(ER U:ENSE NUHBtR 53b08
<br />Custom Home Plan Service
<br />9909 "^LLASTON DRIYE-DADE CITY, rLCRJDA 33525
<br />~X' J'X-S,I'CB65 'A.X: 352-,)()-0867 (.~lL: z~pn'f!"D~g\t ilE't
<br />PASCO PERMIT SERVICE
<br />SUZANNr 3AHR 813-788-5314
<br />
<br />SH([ T or
<br />
<br />COVERED
<br />
<br />OF 1
<br />
<br />SCALE
<br />AS NOTE!)
<br />I OCSIGN/t::RAlJN
<br />ID'NSMITH,P!::,
<br />
<br />p^n:,:,o
<br />~ '- I..i
<br />
<br />I ENG1~EER c.;CE~CE '536C8 '
<br />
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