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<br />ENGINEER'S NOTES: <br /> <br />l.THE 'WIND LOAD DESIGN COMPLIES 'WITH 110 MPH 'WIND SPEED <br />(3 SEC GUST) 90 MPH FASTEST MILE <br />2, THE 'WIND IMPORTANCE FACTOR IS 0,77 <br />3, THE 'WIND EXPOSURE CATAGORY USED IS *BN <br />4, THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS S 0,00 <br />5, DESIGN 'WIND PRESSURE =+20/-25 PSF <br />I I <br />I <br /> <br />I I <br />I <br /> <br />I <br /> <br />L-- <br /> <br />I <br />I <br /> <br />r-- <br /> <br />I--- - - <br />I <br /> <br />~-- <br /> <br />I <br />1----- _______________________ <br /> <br /> <br />~-- --------- COVERED PATIO -- <br />I <br />r-- ------ ADDITION <br /> <br />~ <br /> <br /> <br />~DlTION ROOF PITCH <br />i~TO MATCH EXISTING <br /> <br /> <br /> <br />I'. .., <br /> <br /> <br />f:. .61 <br /> <br />:~........ I,..:~. <br />~";"i'.: <br />Ii.. <br />~'...~l~... <br />"'::--""7 <br />:_:-~i :, <br />..... I:" <br />/'.: <br />, <br /> <br />X <br /><l: <br />~ <br />?u <br /> <br />I <br />L__ <br /> <br />EXISTING HOST <br />MOBILE HOME <br /> <br />-Z'x-' 5MB <br />BEAM ATTACHED TO HOST <br />VI/I 3/4'x2 l!S'x .065' RECEIVING <br />CHANNEL <br />BEAM ATTACHED TO RECEIVING CHANNEL -- <br />VI/(6) t110xS/S' TEKS BOTH SIDES <br />- - ---nYPICAU <br /> <br /> <br />--- ---- - ----- - -- - - - --- <br /> <br />x-' 5MB <br />RIDGE BEAM ATTACHED TO HOST <br />STRUCTURAL MEMBER <br />VI /c'xc'x.lcS' ANGLE BOTH SIDES <br />VI /5/16' X3' LAG SCREVlS - - -- <br />Z'x6' BEAM FASTENED TO RECEIVING CHANNEL <br />VII (6) Itl0XS/S' SMS _ _ _ __ <br />BOTH SIDES <lc TOT AU <br />_~QBBCSION RESISTANT <br /> <br />- - - - - ;0E:AM ,ASTE:NE:D TO COLUMN - - - - -. <br />WI (3) 3/8' THRU BOLTS, NUTSA.WASHE:RS) <br />(TYPICAL> <br /> <br />- - ------- ----- - --- - - ---- - -- -- --- -- ---- -- - - -- --- <br /> <br />$=12'MAX <br />SEE NOTE BELOW' <br /> <br />-/ <br /> <br />$=12' MAX <br /> <br /> <br /> <br />c'x4' 5MB TO 6' SPAN <br />c'x6' 5MB TO 10' SPAN <br /> <br /> <br />:-:. <br />~ :: <br /> <br /> <br />3'x3'x,094' <br />ALUM COLUMN <br /> <br />:";: <br /> <br />c'x4'SMB TO 6' SP N <br />2'x6 5MB TO 10' S AN <br />2'x7 5MB TO 12' S AN <br /> <br /> <br /><t <br />% <br /> <br />3Nx3Nx.063N <br />ALUM COLUMN <br /> <br />I <br />. . <br />. . <br /> <br />S/2 <br /> <br />S/ <br /> <br />S/ <br /> <br />S/2 <br /> <br />.~~;:~ <br /> <br />,a.. .1. ' .. ~ .... <br /> <br />........ ". .... .' <br /> <br /> <br />NOTEI ADDITIONAL 3"x3'x,093" COLUMN <br />~2x6 BEAM AT MIDSPAN LOCATIONS <br />AS SHOW'N TO GO BEYOND S=12' <br />UP TO S/2=1O' <br /> <br />4N 2500 PSI CONCRETE SLAB W' / 6x6-10/10'vl'vlM <br />DR FIBERMESH <br />'vi / MONOLITHIC 8N x8N FTG, 'vi /1 #5 REBAR CONT, <br />OVER 6 MIL POLYFLM OVER CLEAN COMPACTED <br />TERMITE TREATED SOIL <br /> <br />I hereby <br />it to be <br /> <br />certify tho. t I ho. ve perforMed o.nd revieweol this plo.n o.nd fe <br />in COMplio.nce with design requireMents for 110 Mph wind loo.d <br />per section 1606 of the FLORIDA BUILDING CODE) 2001 eolitlon. <br />Do.viol W'. SMlth)P.E <br />