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<br />ENGINEER'S NOTES: ~~
<br />
<br />1 THE 3ASI~ DESIGN ''';IND SPEErlI2J~3 SEC GUST
<br />2 TI-',': wIND IMPORTANCE FACTO~!%-077
<br />3, THE \,,;IND EXPOSURE CAT AGORY USED IS 'W
<br />4, HiE INTERNAL PRESSURE COEFFICIENT cOR OPEN BuILDINGS IS 0,00
<br />~ C8.C DESIGN ''';!ND PRESSURE =+18/-27 PSF
<br />
<br />FASTEN 3x12x,032 ALUM PAN ROOF PANELS
<br />3105-H28 ALUM TENSILE=28KSI/Y1ELD=24KSI
<br />BOTH ENDS 1,11 1l10x3/4' TEKS
<br />(3) SCRE\JS PER PANEL EQ, SPACED
<br />CORROSION RESISTANT ~,
<br />
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST ROIJ OF SHINGLES .'__
<br />1 OR UNDER DRIP EDGE ./,;:....~<:-
<br />~lIMlt't-- _.._.-:".:;:-::_"-
<br />
<br />I~ ",.."'-:"3::.'3"3::"3:"3::"3:</._//_
<br />
<br />.-..-~
<br />_.,-,.-"-" EXISTING
<br />,/,/" ROOF
<br />
<br />
<br />
<br />1?
<br />
<br />ALUM FLASHING
<br />INST ALLED 6' MIN UNDER
<br />FIRST ROw OF SHINGLES '\
<br />OR UNDER DRIP EDGE
<br />
<br />
<br />1 HOST STRUCTURE
<br />12' APPRDXl- _"~'/'~"~
<br />
<br />I -""'I ,',~ -,.-
<br />-"--"-
<br />.-0-
<br />
<br />ROOF
<br />
<br />#10 X 1/2' HEX HD CORROSION RESISTANT METAL SCREIJ
<br />&wASHER8.SEAL
<br />APPRO X 4' DC MAX, (3 SCREwS Ip'ANEL BOTH ENDS)
<br />AS SHD\.;N
<br />
<br />VALENCE CAP
<br />#8xI/2' CORROSION RESISTENT
<br />wASHER HEADED SCREwS
<br />
<br />
<br />#8 X 1/2' CORROSION RESISTANT
<br />ALL PURPOSE SCREw
<br />
<br />
<br />I
<br />Iw
<br />I~
<br />I~
<br />::l
<br />'"
<br />f-
<br />'"
<br />f-
<br />'"
<br />0
<br />::r:
<br /> W
<br /> IX
<br />I ::)
<br />- I-
<br /> U X
<br /> ::) <[
<br /> IX L
<br /> l-
<br /> V) ,
<br /> 0
<br /> I- .--<
<br /> V)
<br /> D
<br /> :r:
<br />
<br />~ 3/8-16 HEX HD BOLT, wASHERS 8.NUT
<br />CORROSION RESISTANT (2)
<br />
<br />MAX
<br />
<br />3'X3 1/8'xl0' BREAK FORM CHANNEL
<br />ATTACHED TO HOST STRUCTURE
<br />wi #IOX3' SMS CORROSION RESIST ANT
<br />@16' o.c. TO HOST STUDS
<br />STRIP SEALANT BETwEEN FACIA&HEADER
<br />
<br />2'x4'x044'
<br />ALUM, TILT BEAM
<br />
<br />FASTEN RECEIVING CHANNEL
<br />TO HOST 2x4 MIN FACIA wi
<br />#IOx2' SMS OR LAG SCRE\.IS
<br />e 12' O,C, MAX (2) RO\.lS STAGGERED
<br />NOTE CONTRACTER TO VERIFY
<br />CONDITION OF HOST STRUCTURE
<br />
<br />4X VIEW @
<br />FACIA ATTACHMENT DETAIL
<br />
<br />(6) 1/4' TAPCONS/\';ASHERS&.NUTS 2' M1N
<br />IHBEDMENT, CORROSION RESISTANT
<br />
<br />i
<br />I
<br />:Ox
<br />1<[
<br />'L
<br />CO
<br />
<br />131
<br />MAX
<br />
<br />11 GA INTERNAL ALUM BASE
<br />PREDRILL VERT FLANGES
<br />(2) 1/2' THRU BOLTS
<br />
<br />
<br />1/2-13 HEX HD BOLT, \.lASHERS 8.NUT
<br />CORROSION RESISTANT (2)
<br />
<br />
<br />3'x3'x063'
<br />ALUMINUM COLUMNS e8' O,C, MAX
<br />TYPICAL
<br />
<br />.j{,
<br />
<br />~ :_'~' ,,-,:'.c- '::7'::~' :,-'-
<br />
<br />3/8-16 HEX HD BOLT, ~ASHERS ~NUT
<br />CORROSION RESISTANT (2)
<br />
<br />3/8-16 HEX HD BOLT, wASHERS &NUT
<br />CORROSION RESISTANT (2)
<br />
<br />4' CONCRETE SLAB DR FOOTING
<br />wITH 6X6 10/10 \.1\.1'111 OVER
<br />6 MIL POLY FILM OVERLAPPED 6'
<br />OVER CLEAN COMPACTED SOIL
<br />\.11TH EDGES TAPED
<br />
<br />DET AIL OF
<br />END POST TO CONCRETE
<br />CONNECTION
<br />
<br />
<br />
<br />J
<br />r
<br />
<br />~NUT
<br />
<br />
<br />11 GA INTERNAL ALUMINUM BASE
<br />PREDRILL VERT FLANGES
<br />~(2) 3/8' THRU BOLTS
<br />COLUMN FASTENED wITH
<br />3/8' XS' EXPANSION BOLT
<br />2 1/2' MIN ENGAGEMENT wITH
<br />- ~
<br />4"
<br />
<br />t
<br />
<br />SLAB
<br />
<br />REVIEW DATE:-3-'r('j=\. I
<br />CITY OF ZEPHY~~'$\" (}....,f ',(.
<br />BUILDING OFFICIAL~~' i))
<br />
<br />r./'\,
<br />',9
<br />If'
<br />\..(
<br />
<br />2'x4'x,063'
<br />ALUM TILT BEAM
<br />
<br />r
<br />
<br />
<br />I
<br />
<br />3'x3'xC63'
<br />ALUMINUM COLUMNS e8' O,C, ~,AX
<br />TYPICAL (3) IN FRONT@ 8' O,C
<br />
<br />
<br />GRADE
<br />
<br />j. .L"':'_.._~-;,,_:_.___":'
<br />
<br />.-..-.. -.. -.. -.. -.. -.. -.. -.. -..-.. -.. -.. -.. -'. -.. - BUILD ING SHALL COMPLY WITH
<br />ALL APPLICABLE BUILDING,
<br />ELECTRICAL, PLUMBING AND
<br />MECHANICAL CODES,
<br />
<br />(
<br />,-
<br />
<br />(
<br />
<br />U'
<br />
<br />ENLARGED VIEW @
<br />I COLUMN TO 8MB
<br />1- -- - - - - - - -- - - - -- -- - -- - -- - - - - - - --i
<br />AL TE:(NATIVE
<br />062'[N~E;;:NAL
<br />U CUP~
<br />2'x2'x,062' ANGL~ '
<br />EACH SIDE \!
<br />
<br />I
<br />I
<br />
<br />...
<br />
<br />
<br />3'xJ'X063' ALUHINUM COLUHN
<br />
<br />I ~ NOTE NO FOOTER REQ'D EXCEPT \.IHEN ADDRESSING ERROSION
<br />Y4. 2500 PSI NOMINAL SLAB \.110 rOOTER MAY
<br />--\</ BE USED ON LEVEe.. GROUND UP TO SLOPES OF 1'/12'
<br />I H&\.I::S'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
<br />H&w::I2'x12' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />~~wFISBLtRBMSESTHO HAVE EITHER 6'x6'-1l10/1OVwM COVE RE D AD D ITI 0 N
<br />
<br />~55DF~gTE}/N10T#~ REBAR CONTiNUOUS TYPICAL SIDE ELEVATION
<br />
<br />r
<br />I i
<br />1---2/-l
<br />
<br />ALUH EASE PLATE CTYP)
<br />
<br />p~ 2x4/DECKING
<br />rASTEN TO -,OIS,S
<br />'.I1~8x3 DECK SCRE'.IS
<br />
<br />NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
<br />
<br />3000 PSI CONC'<ETE 2'x2'x2' rODT[.~G
<br />OVER CLEAN CC'IPACTED SOIL
<br />]'X]'X06' MIN ALUM COLUMN IMBEDDED 2' MIN :,N
<br />PiER '.liTH 1 ~ 5 X 12' REBAR~OUNjED CROSS'.IISE
<br />~CE~TRAL THRU COLUMN APPROX 4' FROM COLUMN END
<br />C]) PiER rOCTINGS "OCATED PER PLAN
<br />
<br />TYPICAL DETAIL J;-"~2:~~;:::~"E'" ~""
<br />
<br />
<br />ALTERNATIVE WOOD DECK ~ ~IO TAPCONSX 3 1/2'
<br />POST TO DECK -:O:(ROSION RESISTANT
<br />CONNECTION 2' MIN [MEEDM[NT IN 2'x6'
<br />PE:(IMET[:( JOISTS
<br />
<br />hereby ::::ertlfy tho. t I ho. ve perforroed o.nd reviewed thiS plo.n o.rd found
<br />It to oe In ::::CMplio.n::::e Nith the Florido. B",;lding Code, 2004 edition
<br />
<br />Do.vld It! SMith,P E
<br />ICUSTOHER
<br />
<br />
<br />ENLARGED VIEW
<br />ALTERNATIVE PIER FOOTING DETAIL
<br />
<br />~~. II I eI
<br />Y I )\ +0
<br />
<br />
<br />, ENGINEER c:CENCE 053508 i
<br />
<br />DESIGNE;:J rOR 120 MPH '.IIND ZONE
<br />PASCO COUNTY, rLORIDA
<br />
<br />D . 'V . S iVl I T H . P . E .
<br />rLOR!DA PR[J'"tsSIJNAl C~iNn:R LlC(NSt: ~B(R 53608
<br />Custom Home Plan Service
<br />9909 ~ALLASTDN DRIYE-DADE CITy.rLDRIDA 33525 I
<br />PKt.{'J52-521-G865 'AX, ~2.5CI.C86) [-'I\ll "",,,21!~" "l"
<br />
<br />COVERED ADDITION
<br />
<br />
<br />SHEE T OF
<br />
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 8:3-788-5314
<br />
<br />SCALE
<br />AS NOTED
<br />i DESIGN/CRA'oIN_
<br />CW SMITH,P:.,
<br />
<br />OF 1
<br />?A~~Q'o.
<br />
<br />"82"
<br />
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