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<br />ENGINEER'S NOTES: <br />l.THE 'WIND LOAD DESIGN COMPLIES 'WITH 110 MPH 'WIND SPEED <br />(3 SEC GUST) 90 MP~ FASTEST MILE <br />2. THE 'WIND IMPORTANCE FACTOR IS 0.77 <br />3. THE 'WIND EXPOSURE CAT AGoRY USED IS 'B' <br />4. THE INTERNAL PRESSURE CoEFICIENT IS +1- 0.18PSF <br />5. C&CC DESIGN 'WIND PRESSURE =+23.5/-30.0 PSF <br />NOTEI DOOR AND 'WINDOW' MFGRS TO CERTIFY THEIR PRODUCTS <br />W'ILL W'ITHST AND THE PRESSURE RESULTING FROM A 110 MPH <br />W'INDSPEED <3 SEC GUST). <br />AS NOTED ON ELEVATION VIEW'S OF W'INDOW'S &cDOORS <br />CONTRACTOR TO INSTALL 'WINDo'W AND DOORS <br />PER MFGRS INSTRUCTIONS <br /> <br />STRUCTURAL PANELS <br />NOTEI ~OOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS <br />OF THE ~OOD DECK CONSTRUCTION <br />RO~S OF lOd NAILS SHALL BE 112- <br />MINIMUM FROM EDGE OF BOTH TOP PLATESLBoTToM PLATE. <br />USE T~O ST AGGERED RO~S OF NAILS ON 3- O.C <br />@BOTTOM PLATE <br />L6- @VERTICAL EDGES AND 12- IN FIELD. <br /> <br />8'x8'x16' CoNCRET <br />BLOCK PIER 'WI ALUM <br />TERMITE SHEILD <br />TYP (27) PLCS LOCATED <br />PER PLAN <br /> <br /> <br /> <br />2'x6' P.T, JOISTS <br />@ 16' D.C. <br /> <br />NOTEI ~HERE ~INDo~S OR DOORS <br />INTERRUPT THE ~ooD STRUCTURAL <br />SHEATHING AND ~ITHIN 4' OF EACH <br />CORNER AND ATTACHMENTS TO EXISTING <br />STRUCTURE USE SIMPSON SP2LSPl <br />OR EQUIV. APPLIED PER MFG'RS <br />SPECIFICA TIONS <br /> <br />DBL 2'x6' P,T. <br />PERIMETER JOIST <br />TYPICAL <br /> <br />DBL P.T. 2'x6' GIRDER (3 <br /> <br />THUNDERBOLT ANCHOR <br />@ EACH PIER 'WI <br />ASTM#123 MOBILE <br />MOBILE HOME STRAP <br /> <br /> <br />3/4' PL Y'WooD DECK <br />FASTEN 'WI #801 NAILS <br /> <br />DBL PT 2'x6' GIRDER <br /> <br />CONCRETE SLAB <br />MIN <br /> <br />/ <br /> <br />~: <br /> <br /> <br />~c.A~ V~ 2')( <br />""/le.) "41\'" IC'Z.1." <br />~~'fe.....". <br /> <br />PIER (27) <br /> <br />I hereloy certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd <br />It to Ioe In cOMpllo.nce with design requireMents for 110 Mph wind loa <br />per section 1606 of the FLORIDA BUILDING CODE. 2001 edltlc <br />Do.vld 'vi. SMith <br />