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<br />ENGINEER'S NOTES: <br /> <br />!.THE DESIGN WIND SPEED=110 MPH <br />(3 SEC GUST> 90 MPH FASTEST MILE <br />2. THE WIND IMPORTANCE FACTOR IS 0.77 <br />3. THE WIND EXPOSURE CATAGDRY USED IS 'B' <br />4. DESIGN WIND PRESSUREI RDOF=-25PSF <br />WALLS=+20PSF <br />5. COMPONENTS8cCLADDING, +30PSF /-30PSF <br />4, INTERNAL PRESSURE COEFFICIENT=+.18/-,18 <br /> <br />NOTEI ALL WINDOWS AND DOORS TO BE CERTIFIED <br />BY MANUFACTURER TO WITHSTAND 110 MPH WIND FORCE <br />AND TO BE INSTALLED PER MFGR'S SPECIFICA TIDNS <br /> <br /> <br />2' PIANO HINGE 'vi 1#1 <br />x3/4' SCRE'vIS @2'0,C, <br />CORROSION RESISTIVE <br /> <br />SHED ~ <br />8'x8' DR <br /> <br />LARGER 1 <br /> <br />PT 2'x4' DOOR C <br />. 'vi I 20 GAGE RIBl <br />FASTEN 'vi 1#8x3/ <br />@2' O.C, CORROSI <br /> <br />ALUM RIDGE <br />ALL 2'X4' STUDS FASTENED TOP <br />AND TO BOTTOM PLATE AND TO <br />PERIMETER JOIST 'vIITH <br />SIMPSON CMST 12' OR EQUIV <br />APPLIED PER MFGRS SPECS <br /> <br /> <br />DOOR DETAIL <br /> <br />4' ALUM LAP SIDING <br />.019' THICK #3105-H14 ALLOY <br />x24' 'vIIDExLENGTH OF BUILDING <br />FASTEN 'vi 1#10x1 112' SCRE'vIS <br />'vI/NEoPRENE GASKETS AND 1/2' 'WASHER <br />4' VERTICAL @EACH STUD~RAFTER <br /> <br />3' <br /> <br />5/8' EXPANSION BOLT <br />2' ENGAGEMENT <br />@24'O,C ~ EACH SIDE OF <br />DOOR ~ 'vIINDO'vl OPENINGS <br /> <br />SINGLE PT 2x4 <br />BOTTOM PLATE <br /> <br /> <br /> <br />SIMPSON CLIP #RPS4 <br />OR EQUIV, @ALL STUD TO <br />BOTTOM PLATE CONNECTIONS <br />APPLIED PER MFGRS SPECS <br />\#=12' MAX <br />xLENGTH TO 24'MAX <br />TYPICAL END SECTION <br />WITH DOOR <br /> <br />I hereby certify tho t I hove perforMed ond reviewed this plon ond found <br />it to be in cOMpllo.nce with design requireMents of section 1606 <br />of the FLORIDA BUILDING CODE, 2001 edition. <br />Dovid 'vi. SMlth,P.E, <br /> <br />20 GUAGE <br />T'vIO PER ( <br />8d xl 112' <br />TYPICAL R <br /> <br />20 GUAC <br />T'vIO PEf <br />8d xl 1. <br />TYPICAL <br />