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<br />FLORIDA APPROVED <br />3'x12'x,032' TYPICAL INSULATED ALUMINUM COMP <br />OR RISER PANS 'oIITH INSULATION~,019'MIN PROT~;~6~ ~~~~LPANELS <br />CLOSE INSULA nON PANEL 'WITH ALUM, END CAP <br />SECURED 'WITH 3/8 X5/8 LG CORROSION <br />RESIST ANT \01 ASHER HEADED SCRE'vJS. <br />SCRE\oI PATTERN TO BE 12'O,C. @PERIMETER$ <br />AND 24' IN FIELD, <br /> <br /> <br />- <br /> <br />- <br /> <br /> <br />~.""J 'p. it" <br /><I <br /> <br />)T 2'x4' BOTTOM PLATE <br />TO CONCRETE SLAB \oil <br />SLEEVE ANCHOR OR EQUIV <br />DMENT @24' D.C. MAX <br />:H SIDE OF DOORS. <br />OPENINGSS. VJITHIN <br />:ORNERS <br /> <br />;-16 STRAP <br />: STRAP <br /> <br />HEIR PRODUCTS <br />FROW A 110 },{pH <br />IN PLAN. <br />R MFGR'S <br /> <br />y ALSO BE <br />B 4" THlCK 1f / <br />IVER CLEAN <br />l'flNGS lflLL BE <br />GRADE. <br /> <br />-- <br /> <br />;J::." <br />;J::.~ <br />," <br /> <br /> <br />14' MAX <br /> <br />12 <br /> <br />1/21 <br /> <br />f <br />I <br /> <br />f <br />I +23.5 PSF <br />-29.5 PSF <br />C-24 <br />37')(50 5/8 <br /> <br />.. <br />00 <br />I <br /> <br />----------- ----------- <br /> <br /> <br /> <br />'x4' CONSTRUCTION <br />@ 16' O,C, <br /> <br />1/2' PL YVJODD OR OSB <br />OVERLAP BOTTOM PLATE <br />AND PERIMETER JOISTS <br />NAIL 6' o.C,@ EDGES <br />8.12' IN FIELD <br />SEE NAILING NOTE <br /> <br />f <br />I <br /> <br />$T ANLEY (FL1328) OR <br />THERMA TRU (FL1l70) <br />OR EQUN. FLORIDA APPROVED <br />DOOR <br /> <br />'0 <br /> <br /> <br />+22.5 PSF <br />-24.5 PSF <br />36'x6'-S' PREHUNG <br /> <br />% <br />~ <br /> <br />r <br />L <br /> <br /> <br />4' THICI< 2500 PSI MIN CONCRETE SLAB <br />OVER 6'xo'-1l10/10 'W'WM OVER 6 MIL <br />pOL YFlLM 'W / EDGES LAPED 6't, TAPED <br />OVER CLEAN COMPACTED TERMITE <br />TREATED SOlL <br /> <br />NOTE' FOUNDATION SHALL BE A MIN. <br />OF 2500 PSI CONCRETE 'W / <br />m !l5 f/J BARS CONTlNUOUS <br />ON CHAIRS <3' MIN COVER) <br /> <br />tYPICAL SECTION <br />FREE STANDING <br />ROOM ADDlTION,lDOCKING STATION <br />FOR MOTOR HOME <br /> <br />I hereby cer~IfY thQt I hQve perfQrMed .nd reviewed ~hls plQn .nd found <br />it to be In cOMpU.nce wl~h design requlreMen~s for 110 Mph wind lo.d <br />per section 1606 of the FlorldQ Building Code, 2001 edl~lon, <br />Do.vicl 'vi. SI"'\\th,P.E. <br />David W. Smith. p.E. <br />MtClIANICI\l.. ENGINEER.DEVEI.OPMENT CONSULTANT <br /> <br />~ <br /> <br />~ <br />I\. p) <br />/ <br /> <br /> <br />\ <br /> <br />ENGINEER LICENCE ~53608 <br /> <br />, <br /> <br />DESIGNED FOR 110 MPH 'WIND ZONE <br />PASCO COUNTY, FLORIDA <br />D.W.SMITH ENGINEERING <br />rLt1l11lA jiiatSSltIW- EJlGllGJI LlctIlSt iIJOtl 5360Il <br />custom Home PLan Service <br />9909 ~A\.L.ASTlJ'l DRIvE-DAIlE C\l~.n.[JUllA 33:525 <br />PKJ(I35H2\-1165 f~ 352-5!1--' E...1I> ~ ,,,.t <br />pASCO PEiVJ.T SERVICE <br />SUZANNE BAHR 813-788-5314 <br /> <br />SlItET tI' <br /> <br />w~vsm~~ <br />DOCKING STATION <br />llESl(iii71lRA\III DATt <br />O.w.SMITH.P.E. 01 06 05 <br />sCIoLt cHEtK&ll <br />AS NOTED <br /> <br />'\ OF 1 <br /> <br />PMlT NIl. <br />RA.OT-02 <br />ROOM AOOITI <br />WOOD FRAIIi <br />