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<br />ENGINEER's NOTES: <br />l.THE 'WrND LOAD OCSIGN COMPLIES \.lITH 110 MPH \JIND SPEED <br />(;3 SEe GUST) 90 MPH fASTEST MILE <br />2. THE \lINO rpopORTANCE FACTOR IS 0.77 <br />3. THE \lIND EXPOSURE CATAGQRy USED [S 'B~ <br />... "'HE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.00 <br />5. DESIGN \oIINO PR(~SuRE a23/ -28 PSF'" <br />6. RIDF AREA feENiER POST =-?S'XS'-=60 sa FT. <br />7. APPLIED LOAD/@ erR POST =1.680 LBS UPLIFT <br /> <br />#10 x 1/2' HEX HD CORRDsroN RESISTANT METAL seRE"" <br />&'\JA$HER&SEAL <br />APPROX 4' DC MAX. (3 SCRE'WS ,/PANEL BOTH ENDS> <br />AS SHO\JN <br /> <br />VALENCE CAP \ <br />.axI/Z' CORROSION RESISTENT <br />IJASHER HEADED SCRE'w'S <br /> <br />------------------------------------------------l <br />INSTALLED 6' MIN UNDER <br />FIRST RO\I OF SHI/l(jLES <br />ALlJIl F1.ASHlNG I <br /> <br />"g X 1/2' CORROSION RESISTANT <br />~LL PURPOSE SCRElJ <br /> <br /> <br />--~:::;:::::~ <br />___""'o:"'~o:"':""o-- <br />,......-- ---'- <br />..-" <br />-- <br />_--'-"-'- EXISTlNG <br />R1ltF <br /> <br />2'x4"x.044' <br />ALUM. TILT BEAM <br /> <br />FASTEN RECEIVING CHANNEL <br />m HOST 2x4 MIN FACIA '-.1/ <br />.10xZ' SMS OR LAG SCREW'S <br />i! 12-~MA~~~~A~~~~ ~6A~W~ <br />C(JI,IDInON OF'" HOST STRUCTURE <br /> <br />4X VIElI' It <br />FACIA ATTACHMENT DETAIL f <br />-------------------------------------------~____.....J <br /> <br />;/1H6 }1(X MO ID..r. IofMH[R$ &NJT <br />/Cl>>Rl1S:lON RCSISTANT (2) <br /> <br />-h-------------------l <br /> <br /> <br />I <br />I <br /> <br /> <br />GRADE <br /> <br />T. <br />.t ": -, . <br />~'-1 <br /> <br />: ENLARGED VIEW @ <br />f----h---------~~~_!~~______, <br />ALT~lJrE~L : <br />uc~ I <br /> <br />l"')c.e" ALUM BASE Pl...TE: (Trn I <br /> <br />~~~~~~fW~\lS i <br /> <br /> <br />....,PSlcmcIlf;TE~F'lJIJTJNG <br />avEII CLENf COFACTED $lJD. <br />J"XYX.06' "'IN AlLM CIJJ..IM DlIEllOED ~ KIN IN <br />PO 'Jfnf 1 . 5 X t2" 110M IGMTED CRCU\o'ISE <br />....:omtAt..TN8JalL.1.fIN..........4#ntQMCI1J.IoINEND <br />(3) PIER FlI1TINGS L.DC:ATEil PeA f'I..AH <br /> <br />ENLARGED VIEW <br />ALTERNATIVE PIER FOOTING DETAIL <br /> <br />TYPICAL DETAIL OF <br />ALTERNATIVE WOOD DECK <br />POST TO DECK <br />CONNECTION <br /> <br />IIW TAPCDNSx 3 V2" <br />-ctRRlJS1lJH RESISTANT <br />2' "'IN rH8EDMEHT rN 2'><6' <br />PERIMETER JOISTS <br /> <br />__I <br /> <br /> <br />. X <br />"'"" <br />" '" <br /> <br /> <br />3/8-16 HEX HD SOl T. \.lASHERS 'NUT <br />CORROSION R(SIST ANT (2) <br /> <br />ALUM FLASHING <br />INSTALLED 6# ~HN UNDER <br />FIRST RO\J OF SHINGLES <br /> <br /> <br />HOST STRUCTURE ~ <br />~ <br />.~~----. ---- <br /> <br />i <br />j <br />~! <br />~! <br />=! <br />~! <br />I <br />i <br />!Jlt <br />i ~ <br />!~ <br />i~ <br />i "" <br />j ~ <br />i ~ <br />i <br />! <br />--I V--:i. --? <br />1) I <br />i ' <br /> <br />LL <br /> <br />3 l/a'xc 3/4'X.044# <br />RECEIVING CHANNEL A TT ACHED TO HEADER <br />ATTACH MIN PT Z'X6' HEADER TO HOST STRUCTURE <br />'WI #IOX3 1/2' LAG SCRE\lS CORROSION RESISTANT <br />@t2# O.C. <br />STRIP SEALANT BET\tEEN FACIALHEADER <br /> <br />3' <br />MAX <br /> <br />3'x3')(.063# <br />ALUMINUM COLUMNs @B' O.C. MAX <br />TYPICAL <br /> <br /> <br />X <br />"" <br />'" <br /> <br />S: <br /> <br /> <br />,-::~'-:-"~" .-~ -=--r------------------------ p~=~~C~~AV= <br /> <br />J: I ~ I\(]TE, r.(] fOOTER REQ'U EXCEPT \tHEN ADDRESSING ERROSIDN CODE.NAnONALD...ECTIUCCO.. DEA <br />,- ~Y4' 2'500 PSI NOMINAL SLAB 'W/IJ FOOTER HAY ClTYOFZE.DHYRH::L <;,n:u:;"J,.1".':C: <br />L BE USED ON LEVEL GRDUND UP ro SLOPES OF './12- . -~~- <br />HL'W",S'xS# FDR GRAIE SLOPE GREATER THAN 1-/12- UP TC 2#/12# <br />H&'w''''I2#)(12# FOR GRADE SLOPES GREATER THAN 2#/12' <br />. ~\JFf.~~S';.a HAVE EITHER ."x."-"'/10"""M COVERED ADDITION <br /> <br />~~~oF~lEJ/~J~~ REBAR CCNTTNL<lIJS TYPICAL SIDE ELEVATION <br /> <br />NOTE: MAY ALSO BE CONSTRUCTED ON -"000 DE( <br /> <br />I hereby cE"rtJfy -that I have perforMed o.nd reviewed this pion ond Fc <br />it to be In cOl"lpltonce with clesign requireMents for 110 I"lph wind load <br />per section 1 06 of the Florida. Building COde. 2001 edi1:ion, ,/ <br />6X6-l0X1J 'w''w'M OR F'IBER MESH David 'vi. Sl'lith.P,€. <br />David W. Smith. P.E <br />1COtIlICI:IL~I:lICI.LT~ <br /> <br /> <br />AND ONE tS REBAR CllNTINlJ[]US <br /> <br />1 OF 1 <br /> <br />CARPORT <br />