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<br />3'x12'x.032' <br />COMPOSITE ALUMINUM PANEL <br />DR RISER PAN \JIINS&PROTECT <br /> <br /> <br />EXISTING <br />ROOF <br />-1-12, APPROX ~ ._<.::' <br />1/1 ._..--:.,:::::.:.:::::..:~ <br /> <br />.';-- . <br /> <br />DBL 2'X10' HEADER <br />w/1/2' PLYwOOD SPACER <br />OVER w1NDOwSB.DOOR <br /> <br /> <br />WALL~ <br /> <br /> <br />""'\ I <br /> <br />I <br />I I <br /> <br />\i <br />l <br /> <br />3'x4' COMPOSITE ROOF PANELS <br />ROOF FASTEN 1,.11 j:j14x4 1/2' <br />@ 12' OC AT E,NDS AND RAKES <br />OR RISER PANS \JITH INSULATICN&019'MIN PROTECTOR <br />CLOSE INSULATION PANEL ',.lITH ALUM END CAP <br />FASTEN 1,.11 (3) 1l10x3/4' \JASHERI <br />RESISTANT \JASHER HEADED SCRE\JS <br /> <br />PANEL <br /> <br />ENGINEER'S NOTES: <br /> <br />;THE DE:S1GN \JIND SPEED= ,20 MPH ,3 SEC GUST <br />2 THE 'w'IND IMPORTANCE FACTOR IS 10 <br />3. THE 'N'IND EXPOSURE CATAGORY USED IS 'B' <br />4. THE INTERNAL PRESSURE CCEFF"ICIENT FOR ::NCLOSEiJ BUILDINGS IS +.18/-18 <br />5C&C DESIGN PRESSURES ARE P::R FBCR TABLE R3012(2) <br /> <br />#10Xl 1/2' LG HEX HD <br />CORROSION RESISTANT LAG SCRE'w' <br />'w/1 5/8' DIA FUmER \JASHER <br />(3) PER PM..JELB.S' QC @SIDE <br /> <br />S ALL 'N'INDO\JS AND DOORS TO BE RATED FOR :20 MFH \JIND SPEED <br />MFGR'S SPECIFICATIONS <br /> <br />7 SEE NAILING SPECIFICATION NOTE FOR 'N'OOD PANELS BELO\J <br />NAILING PATTERN SPECIFIED PROVIDES 850lllFT UPLIFT <br /> <br />AND INSTALLED PER <br /> <br />14' MAX <br /> <br />\ <br /> <br /> <br /> <br />'- <br /> <br />(lEV EWDATE;'? t. )t;,~ <br />"" T OFZEPH~!2 <br />BUll DING OFFICIAL ;.fIt (;l,/D' <br /> <br />VALENCE CAP <br />#Sx1/2' CORROSION RESISTENT <br />wASHER HEADED SCREwS <br /> <br />1/21 <br /> <br />12 <br /> <br />DEL 2'X4' TOP PLATE <br /> <br /> <br />2'x4' CONSTRUCTION <br />@ 16' DC <br /> <br />wINDOwS PER SCHEDULE <br />1/2' PLYwOOD DR OSB <br />OVERLAP BOTTOM PLATE AND <br />PERIMIETER JOISTS NAIL <br />6' DC @EDGESB.IN FIELD <br />SEE NAILING NOTE <br /> <br />f <br />/ <br /> <br />II <br />I <br />, <br />, <br />, <br />, <br />I <br /> <br />1/2' PL Y'w'OOD OR OS3 <br />OVERLAP BOTTOM PLATE <br />AND PERIMETER JOISTS <br />NAIL 6' OC@ EDGES <br />&12' IN FJELD <br />SEE NAILING NOTE <br /> <br />f <br />/ <br /> <br />II ' <br />Ii <br /> <br />,I <br /> <br /> <br />VINYL SIDING <br />TO MATCH EXISTING <br />2'x4' STUD CONSTRUCTION <br /> <br /> <br />X <br /><I: <br />L: <br /> <br />f <br /> <br />/ +20 PSF <br />-23 PSF <br />C-24 <br />37'x50 5/S <br /> <br />. <br />CO <br />I <br /> <br />X <br /><I: <br />L: <br />(\J <br /> <br />ATTACH ONLY \JITH <br />ALUM FLASHING <br />INSTALLE;] S' MIN UNDER <br />FIRST RO\J OF SHINGLES <br /> <br />'0 <br /> <br />+19 PSF <br />-21 PSF <br />36'x6'-S' PRE HUNG <br /> <br />R-11 INSULATION IN ALL 2X4 wOOD I,.,IALLS <br /> <br />It,...." <br />~ <br /> <br /> <br />4' THICK 2500 PSI MIN CONCRETE SLAB <br />OVER c'xc'-~10/10 \.I\JM OVER c MIL <br />POL YF"ILM \.II EDGES LAPED c'?,. TAPE <br />OVER CLEAN COMPACTED TERMITE <br />TREATED SOIL <br /> <br /> <br />l1" ~\\I~ I <br />I <br />--- .. G~~~.. H <br />\' " <br />~ <br />I ~lNG SHALL COMPI1~ wITH <br />Iv-! . APPLICABLE BUlLD]~G, <br />r E CTRICAL, PLUMBING AND <br />MECHANICAL CODES, <br /> <br />I <br /> <br />2X4 4TH \JALL CONSTRUCTION <br />MAY ALSO BE 2xS SHB \JI3x3 AL COLUMNS@ 10' O.C <br />USE 2x3 AL KNEE BRACES e END 3x3 POSTS TO 5MB <br /> <br />MIN FACIA <br /> <br />..----..-- <br /> <br />--..--.----- <br /> <br />VIEW @ 4TH WALL <br /> <br />SINGLE PT 2'x4' BOTTOM PLATE <br />FASTEN TO CONCRETE SLAB 1,.1/ <br />1/2'xS' SLEEVE ANCf-iOR DR EDUIV <br />]' IMBEDMENT e24' DC MAX <br />& @ EACH SIDE OF DOOR& <br />\JINDOw OPENINGSiI.'w'lTHIN <br />6' OF CORNERS <br /> <br />STRUCTURAL PANELS NAILING NOTE: <br /> <br />NOTE NAIL 6' D.C. @ VERTICAL EDGES&12' IN FIELD <br />\JOOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS \JHEN APPLICABLE <br />(CONSTRUCTING ON A 'wOOD DECK) <br />Ro\JS OF lOci NAILS @ 3 ' O.C SHALL BE 1/2' <br />MINIMuM FROM PANELING EDGEi\. OF BOTH MEM3ERS <br />OF DBL TOP PLATEB.BOTTOM PLATE <br />USE T1w'O STAGGERED RO\JS OF NAILS ON 3' DC <br />eBOTTOM PLATE \JHEN BUILDING ON CONCRETE SLAB <br />OR AL ERNATIVEL Y INTO PERIMETER JOIST 'w'HEN <br />BUILDING CJN \JeOD DECK <br /> <br />DBL 2X8 GIRDER wl"'"LAT SIMPSON CS-16 S~RAP <br />DR EQUIV ASTM#123-SSlA MOBILE HOME STRAP <br /> <br />TYPICAL SECTION <br /> <br />FREE STANDING <br />ROOM ADDITION /DOCKING <br />FOR ~fo1oR HOME <br /> <br />STATION <br /> <br />NOTE NO FOOTER REQ'D EXCEPT \JHEN ADDRESSING ERROSION <br />4' 2500 PSI NOMINAL SLAB 1,.1/0 FOOTER MAY <br />BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' <br />H&\J=8'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' <br />1,.1 ICll liS CONTINUOUS <br />H&\J=12'xI6' FOR GRADE SLOPES GREATER THAN 2'/12' <br />1,.11(2) liS CONTINUOUS <br />NE\J SLABS TO HAVE EITHER 6'x6'-1l10/10'N'\JM <br />DR F"IBERMESH <br /> <br />:--lOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS <br />WILL WITHSTAND THE PRESSURE RESULTING FROM A 110 MPH <br />WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. <br />WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S <br />SPECIFICATIONS <br /> <br />I hereby <br />it to be in <br />and section <br /> <br />certify tho. t I ho. ve perForMed o.ncl reviewed this plo.n o.rd Four,d <br />cOr"plio.ncE:' with ASCE 7-05 o.nd R301&R401 of FBCR 2004 <br />1609 & 1800 of FBCB 2004. <br /> <br /> <br />" ~rfcus'oeER <br /> <br />)~~ \)\, _r", I D ;l1~DA9.~~J}1.Gi~; &dt~~~~8 <br />~ A ,\,,)'V i Custom Home Plan Service <br />. 11' 'I 9909 'ALLASTON DRIVE-DADE CITY,rlORIDA 33525 <br />II \' PH;)( J52-521-G865 iA..t J52-521-0Bb7 (-ll.A1V H'cf\yr27@gttnl't <br />I PASCO PERMIT SERVICE <br />. ENGINEER L'CENCE .53608! SUZANNE 3AHR 813 788-5314 <br /> <br />David w. SMith,PL <br /> <br />NOTE '..!HERE '..!INDO\JS DR DOORS <br />INTERRUP' THE \JOOD STRUCTURAL <br />SHEA THING AND \JITHIN 4' OF EA:=H <br />:=ORNER AND AT~ACHMENTS TO [X;S,ING <br />STRJCTJRE JSE SIMPSON SP2i1.SP: <br />OR [Jurv APPLIED PER MFG'RS <br />SPECIFICATIONS <br /> <br />NOTE: SHOWN BUILT ON WOOD DECK. MAY ALSO BE <br />CONSTRUCTED ON 2500PSI CO:--lCRETE SLAB 4" THICK <br />6x6/10-10 WWM OR POLY FIL OVER 6 MIL POLYFILM <br />COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL <br />REQUIRED IN SITUATIONS WITH SLOPING GRADE, <br /> <br />WI <br />OVER CLEAN <br />BE <br /> <br />I FREE STANDING <br />ROOM ADDITION <br />I DOCKING STATION <br />; DES IGN/DI<A'o/N I DATE <br />IDWSMITH,PE. 01/27/05 <br />SCALE I [HEeK( D <br />AS NOTED <br /> <br />\H(O or <br /> <br />11 OF 1 <br /> <br />I PART ~o. <br />I RACT-O.3 <br />[ROOM ADDITIC <br />WOOD FRAM <br />