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<br />3'x4' COMPOSITE ROOF PANELS <br />ROOF FASTEN wi 1\14x4 1/2' <br />@ 12' O.C AT ENDS AND RAKES <br />OR RISER PANS wITH INSULATION8.019'MIN PROTECTOR <br />CLOSE INSULATION PANEL wITH ALUM END CAP <br />FASTEN wi (3) 1\10x3/4' wASHERI <br />RESISTANT wASHER HEADED SCREwS <br /> <br />ENGINEER'S NOTES: <br /> <br />!THE DESIGN wIND SPEED= 120 MPH ,3 SEC GUSJ <br />2 THE wIND IMPORTANCE FACTOR IS LO <br />3 THE wIND EXPOSURE CATAGORY USED IS 'B' <br />4 THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/-18 <br />5C8.C DESIGN PRESSURES ARE PER FBCR TABLE R30L2(2) <br /> <br />6. ALL wINDOwS AND DOORS TO BE RATED FOR 120 MPH \.IIND SPEED AND INSTALLED PER <br />MFGR'S SPECIFICATIONS <br />7. SEE NAILING SPECIFICATION NOTE FOR \.IoOD PANELS BELOw <br />NAILING PATTERN SPECIFIED PROVIDES 8S0/UFT UPLIFT <br /> <br />1I10X1 1/2' LG HEX HD <br />CORROSION RESISTANT LAG SCREV <br />1,.1 /1 5/8' DIA FENDER wASHER <br />(3) PER PANEU,,6' DC @SIDE VALL <br /> <br />PANEL <br /> <br /> <br />G~ ;1L'~-;'-: ,-; 51{ \LL COMPLY WrfH <br />,-. !- .'.~ r'UCAi3LE 13UIWlNG, <br />E ECTR;('AL, PLUMBING AND <br />\. ECHANICAL CODES. <br /> <br />14' MAX <br /> <br />12 <br /> <br />VALENCE CAP <br />1I8xl/2' CORROSION RESISTENT <br />wASHER HEADED SCREwS <br /> <br />1/21 <br /> <br /> <br />2'x4' CONSTRUCTION <br />@ 16' DC <br /> <br /> <br />DBL 2'X4' TOP PLATE <br /> <br />1/2' PLYwOOD OR oSB <br />OVERLAP BOTTOM PLATE <br />AND PERIMETER JOISTS <br />NAIL 6' OC@ EDGES <br />8.12' IN FIELD <br />SEE NAILING NOTE <br /> <br />~8 x 1/2' CORROSION RESISTANT <br />All PURPOSE SCRE~ <br /> <br /> <br />EXISTING <br />ROOF <br /> <br />APPROX ~_:,. ',".:::::::::;' <br />.;;..-:".:;::::.:.- <br />--- <br />.......- <br /> <br />DBL 2'XIO' HEADER <br />w 11/2' PLYwOOD SPACER <br />OVER wINDowS&DOOR <br /> <br />f <br />I <br /> <br />f <br />I <br /> <br />wINDOwS PER SCHEDULE <br />1/2' PLYwOOD DR DSB <br />OVERLAP BOTTOM PLATE AND <br />PERIMIETER JOISTS NAIL <br />6' DC @EDGES&IN FIELD <br />SEE NAILING NOTE <br /> <br />X <br /><I <br />~ <br />C\J <br /> <br />X <br /><I <br />~ <br /> <br /> <br />~ '-,' ;''; <br />c: -, \'., <br />-- '"-"'j -"" <br />~.< ,;:; <br />v~. ;:---., <br />;.0..-: 'J' .~ <br />'2 "iCj ~ <br />~N~ <br />. M' <br />t) ." ~ <br />~:%:~ <br /> <br />~<~.~ <br />.... <br />,""'- <br />r" r"' -...l'" <br />~, <br />~ <br />~K <br />"'- <br /> <br />f <br /> <br />I +20 PSF <br />-23 PSF <br />C-24 <br />37'x50 5/8 <br /> <br />. <br />CD <br />I <br /> <br />o <br /> <br />3'xI2'x.03 <br />COMPOSITE ALUMINUM PANEL <br />OR RISER PAN w/INS8.PROTECT <br /> <br />ATTACH ONLY \.lITH <br />ALUM FLASHING <br />INSTALLED 6' MIN UNDER <br />FIRST Ro\.l OF SHINGLES <br /> <br />VINYL SIDING <br />TO MATCH EXISTING <br />2'x4' STUD CONSTRUCTION <br /> <br />+19 PSF <br />-21 PSF <br />36'x6'-8' PREHUNG <br /> <br /> <br />R-11 INSULATION IN ALL 2X4 wOOD wALLS <br /> <br />z <br />..... <br />~ If <br />~ j ,"t1JN <br />.. I CR~!!.._.. <br /> <br />2X4 4 TH wALL CONSTR CTloN <br />MAY ALSO BE 2xo 5MB \.I13x3 AL CoLUMNS@ 10' DC <br />USE 2x3 AL KNEE BRACES @ END 3x3 POSTS TO 5MB MIN FACIA <br /> <br />-----"-" <br /> <br />'il,.'-' <br /><l <br /> <br />4' THICK 2500 PSI MIN CONCRETE SLAB <br />OVER 6')(6'-"10/10 \.I\.IM OVER 6 MIL <br />POL'lTILM \.1/ EDGES LAPSJl-t.:~ TAPE <br />OVER CLEAN COMPACT~1r',.J~RMtft--- <br />TREATED SOIL ""-- <br /> <br />VIEW @ 4TH WALL <br /> <br />SINGLE PT 2'x4' BOTTOM PLATE <br />FASTEN TO CONCRETE SLAB VI <br />1/2'x5' SLEEVE ANCHOR OR EQUIV <br />3' 1MBEDMENT @24' D.C. f1AX <br />8. ~ EACH SIDE OF DooR8. <br />\.IlNDoV oPEN1NGS8.VITHIN <br />6' OF CORNERS <br /> <br />STRUCTURAL PANELS NAILING NOTE: <br />NOTE: NAIL 6' O.c. ~ VERTICAL EDGES&12' IN FIELD <br />VoOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS wHEN APPLICABLE <br />(CONSTRUCTING ON A VOoD DECK> <br />ROwS OF lOci NAILS ~ 3 ' DC SHALL BE 1/2' <br />MINIMUM FROM PANELING EDGE~ OF BOTH MEMBERS <br />OF DBL TOP PLATE&BoTToM PLATE. <br />USE TVO STAGGERED ROWS OF NAILS ON 3' O.C <br />eBOTTOM PLATE wHEN BUILDING ON CONCRETE SLAB <br />OR ALTERNATIVELY INTO PERIMETER JOIST wHEN <br />BUILDING ON VOOD DECK <br /> <br />NOTE: NO roOTER REQ'D EXCEPT wHEN ADDRESSING ERROSION <br />4' 2500 PSI NOMINAL SLAB wiD FOOTER MAY <br />BE USED ON LEVEL GROUND uP TO SLOPES OF 1'/12' <br />H8.\.I=8')(8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' <br />\.I I(J) 1\ 5 CONTINUOUS <br />H&w=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' <br />1,.1 1(2) 1\5 CONTINUOUS <br />NE\.I SLABS TO HAVE EITHER o'xo'-1\10/10\.lwM <br />OR FIBERMESH <br /> <br />I hereby certif y tho. t 1 ho. ve perforMed ond reviewed this plon o.nd founc <br />it to be in cOr'lplionce with ASCE 7-05 ond R3018,.R401 of FBCR 2004 <br />ond section 1609 8. 180 of FBCB 2004, <br /> <br />TYPICAL SECTION <br />FREE STANDING <br />ROOM ADDITION /DOCKING <br />FOR MOTOR HOME <br /> <br />STATION <br /> <br />DBL 2X8 GIRDER w /FLA T SIMPSON CS-16 STRAP <br />DR EQUIV. ASTMlII23-89A MOBILE HOME STRAP <br /> <br />NOTE: 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 lNSTALLED PER MFGR'S <br />SPECIFICATIONS <br /> <br /> <br />Do. vid IJ. SMith,PC <br /> <br />NOTE: VHERE wINDOWS DR DOORS <br />INTERRUPT THE VOOD STRUCTURAL <br />SHEATHING AND wITHIN 4' OF EACH <br />CORNER AND ATTACHMENTS TO EXISTING <br />STRUCTURE USE SIMPSON SP2&SP1 <br />OR EQUIV APPLIED PER MFG'RS <br />SPECIFICATIONS <br /> <br />CUSTOMER: <br /> <br />NOTE: SHOWN BUILT ON WOOD DECK. MAY ALSO BE <br />CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK WI <br />6x6/10-10 WWM OR POLY FIL OVER 6 MIL POLYFILM OVER <br />COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE <br />REQUIRED IN SITUATIONS WITH SLOPING GRADE. <br /> <br />FREE STANDING <br />ROOM ADDITION <br />DOCKING STATION <br />DCSIGN/DRMN DATE <br />D.WSMtTH,P.E. 01 27 06 <br />SCALE CHCCKED <br />AS NOTED <br /> <br />D,W .SMITH,P .E.:il53608 <br />FLDRIDA PRIHSSIDWL ENGINno L1c[,dl PM<Il(O 53608 <br />Custom Home Plan Service <br />9909 "ALLASTON DRIVE-DADE CIH.rLORIDA 33Si'S <br />1'10(. ~-SZI-0865 r~ )S2-SZI-086T ['HAII. ze..,yr/7@g"."" <br />PASCO PERMIT SERVICE <br />SUZANNE BAHR 813-788-5314 <br /> <br />SHEET CT <br /> <br />CLEAN <br /> <br />OF 1 <br /> <br />PART ND. <br />RA.DT -0: <br />ROOM ADD/1 <br />WOOD FRAt <br /> <br />[NGIN[(R L1C[NC[ ~S36oe <br />