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<br />ENGINEER'S NOTES:
<br />
<br />,j
<br />
<br />UHE BASIC DESIGN \JIND SPEED= 120 MPH, 3 SEe GUST
<br />- THE 'JIND IMPORTANCE FACTOR IS 0.77
<br />3 THE wIND EXPOSURE CATAGORY USED IS 'B'
<br />4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.00
<br />5 C&C DESIGN wIND PRESSURE =+18/-27 PSF
<br />
<br />!j]0 x )/2' HEX HD CORROSION RESISTANT METAL- SCREw
<br />8.wASHER8.SEAL
<br />APPRO X 4' DC MAX. (3 SCREwS /PANEL BOTH ENDS)
<br />AS SHOWN
<br />
<br />
<br />ALUM r~_ASHING
<br />INSTALLED 6' MIN UNDER
<br />;-IRS-:- RD'.; OF SHINGLES \
<br />OR UNDER DRIP EDGE \
<br />
<br />r ALUM Fi_ASHING
<br />I iNSTALLED 6' MIN UNDER
<br />118 X 1/2' CORROSION RESISTANT I FIRST ROW or SHIN9LES _.-:-_
<br />ALL PURPOSE SCREw {l1'MIN-l OR UNDER DR,P ED~:.....:,"",-:::;::.::;::-:'-
<br />
<br />j;~~~~~83A~tM032TE:sLIt~=~~~s~9~rE(DA=NHK~ rl l' I .-...:,"",-:::;:::,:;:::,:::~.:.:;::::;::-.,-.
<br />BOTH ENDS ',II lil0x3/4' TEKS _":'"".>.;::-.'-. _.,--
<br />(3) SCREI.'S PER PANEL EQ SPACED ~ .,<.--. _..--.
<br />CORROSION RESISTANT "-.. I ..-..-.' .'
<br />--=::', __.-..- EXISTING
<br />.'- ROOF
<br />
<br />VALENCE CAP \
<br />1l8x1/2' CORROSION RESIST EN: \
<br />wASHER HEADE:D SCREwS \
<br />\
<br />
<br />,
<br />
<br />1 ;::lIt
<br />"'-
<br />
<br />\
<br />I \ I HOST STRUCTURE
<br />APPROXi1 -,,~,~,,~
<br />
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<br />I =....~ -.
<br />
<br />I .T....-..-..-..-..-..
<br />
<br />ROOF
<br />
<br />12
<br />
<br />~ 3/8-16 HEX HD BOLT, ''';ASHERS 8.NUT
<br />CORROSION RESISTANT (2)
<br />
<br />
<br />I~,-
<br />I flAX
<br />
<br />3'X3 1/8'xI0' BREAK FORM CHANNEL
<br />ATTACHED TO HOST STRUCTURE
<br />wi #IOX3' SMS CORROSION RESIST ANT
<br />e16' DC TO HOST STUDS
<br />STRIP SEALANT BETwEEN FACIA&HEADER
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<br />
<br />2'x4'x044'
<br />ALUM. TILT BEAM
<br />
<br />FASTEN RECEIVING CHANNEL
<br />TO HOST 2x4 MIN FACIA ,,.//
<br />lil0x2' SMS OR LAG SCREWS
<br />@ 12' o.c MAX (2) ROWS STAGGERED
<br />NOTE CoNTRACTER TO VERIFY
<br />CONDITION OF HOST STRUCTURE
<br />
<br />4X VIEW @
<br />FACIA ATTACHMENT DETAIL
<br />
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<br />I
<br />
<br />131
<br />MAX
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<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, WASHERS 8.NUT
<br />CORROSION RESISTANT (2)
<br />
<br />(6) 1/4' TAPCDNS/'w'ASHERSB.NUTS 2' MIN
<br />IMBEDMENT. CORROSlDN RESISTANT
<br />
<br />:Ox
<br />1<[
<br />'L
<br />r
<br />
<br />3'x3'x.063'
<br />ALUMINUM COLUMNS @8' DC. MAX
<br />TYPICAL
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<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 OR FOOTING
<br />\.lITH 6X6 JOl10 W',/M OVER
<br />6 MIL POLY FILM OVERLAPPED 6'
<br />OVER CLEAN COMPACTED SOIL
<br />WITH EDGES TAPED
<br />
<br />DETAIL OF
<br />END POST TO CONCRETE
<br />CONNECTION
<br />
<br />
<br />
<br />REVIEW DATE: JJ rJq
<br />CITYOFZEPHY LL~,
<br />BUILDING OFFIClAL~
<br />
<br />r2?,"YJ
<br />
<br />Al
<br />
<br />3'x3'x.063'
<br />ALUMINUM COLUMNS @8' D.C. MAX
<br />TYPICAL (3) IN FRDNTe 8' O,C.
<br />
<br />
<br />GRADE
<br />
<br />t
<br />4
<br />i
<br />
<br />11 GA INTERNAL ALUMINUM BASE
<br />PREDRILL VERT FLANGES
<br />~(2) 3/8' THRU BOLTS
<br />COLUMN FASTENED \.11TH
<br />3/8' XS' EXPANSION BOLT
<br />2 1/2' MIN, ENGAGEMENT wITH SLAB
<br />- t
<br />
<br />4"
<br />
<br />\ 2'x4'x.063'
<br />ALUM TILT BEAM
<br />
<br />J
<br />
<br />.
<br />,
<br />
<br />ENLARGED VIEW @
<br />I COLUMN TO 5MB
<br />1- - - - - -- - -- - - - --- - - - - - - - - - - - - - -- -"-l
<br />ALTERNATIVE I
<br />: 062'IN0E2U~~ 3'x)'X063' ALUMINUM COLUMN :
<br />\
<br />
<br />I
<br />I
<br />
<br />
<br />3000 PSI CONCRETE c'Xc.Xi?' F"OOTiNG
<br />OVER CLEAN COMPACTED SOIL
<br />)'X)'X 06' M!,N ALUM COLUMN IMBEDDED c' MiN IN
<br />PIER '..[TH I ~ 5 X :i?' REBAR MOU~TED cRoss~rSE
<br />&CENTRAL THRU COLUMN APPROX. 4' FROM COLUMN END
<br />(3) PIER ;OOTINGS LOCATE:) PER PI_AN
<br />
<br />1 f
<br />1\ ~ \
<br />
<br />I \ ! '--?T 2'x8' PERIMETER ~OIST
<br />
<br />TYPICAL DETAIL ~~' \ I 2\~Ap~C~~ -
<br />ALTERNATIVE WOOD DECK \~lO TAPCONSX 3 1/2'
<br />POST TO DECK -C::;RROSIDN RESISTANT
<br />CONNECTION 2' MIN IMBEDMENT iN c'x6'
<br />PERIMETER JOISTS
<br />
<br />
<br />&NUT
<br />
<br />I ~ NOTE NO FOOTER REQ'D EXCEPT wHEN ADDRESSING ERRoSIoN
<br />-'vi /~~ ~~OEODPJ~ ~~~}~tLG~6eJD WJpO loO~l~RpE1AYOF 1'/12'
<br />I H1.\.I=8'x8' FOR GRADE SLOPE GREATER THAN }'/12' UP TO 2'/12'
<br />H1.I.'=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />/ ~~wFISBLE~iMSESTHo HAVE EITHER 6'x6'-lilO/lOW'WM COVE RE D AD D ITI 0 N
<br />SFF FooT'R NOTE 1
<br />2500 PSI \,// 1 \15 RE3AR CONTINUOUS TYPICAL SIDE ELEV A TrON
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<br />
<br />BASE PLATE (TYP)
<br />
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<br />I i
<br />j--2/--1
<br />
<br />PT 2x4/DECKING
<br />FASTEN TO JOISTS
<br />w/~8x3 DECK SCRE'w'S
<br />
<br />NOTE: ~AY ALSO BE CONSTRUCTED ON WOOD DECK
<br />
<br />It -:0 oe
<br />
<br />I hereby eer tiry tho.", I
<br />,n COMpliance with SE:'e tiC
<br />
<br />
<br />.")1 \\\f\;-
<br />V~\\\() 1
<br />
<br />
<br />ho.ve pertorMed o.nd reviewed thiS plan and round
<br />]609 of the Florcla Building Code, 2004 edition.
<br />
<br />Do.v'd \j SMith,P E.
<br />
<br />I ['~GiNEER L1CENC .536081
<br />
<br />;:JESIGNED FOR 120 MPH IJIND ZONE
<br />PASCO COUNTY. F"LORIDA
<br />
<br />D . 'V . S NI I T H , P . E .
<br />rlQRIOIIi PRQITSS!ONAL eNGiNeER l/C[NSt: ~{JMB(R 53608
<br />Custom Home Plan Service
<br />9909 "ALLASTON :;RIVE-DADE Un.fLDRIDA 33525
<br />?HJ(, Js.?S<1-0965 'Af., J'52-521-0867 [."'Il. "",,..17'9". cot
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 8J3-788-53:4
<br />
<br />,CUSTOMER
<br />I
<br />I
<br />
<br />SH((T Of"
<br />
<br />COVERED ADDITION
<br />
<br />OF '
<br />
<br />ENLARGED VIEW
<br />ALTERNATIVE PIER FOOTING DETAIL
<br />
<br />SCALE
<br />AS NOTED
<br />D(S I GN/DRAlI'N
<br />DWSMITH,PE
<br />
<br />
<br />PART NO.
<br />
<br />CARPORT .;<
<br />I :20
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