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<br />ENGINEER'S NOTES: <br /> <br /> <br />EXISTING <br />ROOF <br /> <br /> <br />1" t:.~::::X~~~ <br /> <br />l'x12'x.03 ' <br />COMPOSITE ALUMINUM PANEL <br />DR RISER PAN W'/INS&PROTECT <br /> <br />1/4' X4 1/2' LG <br />CORROSION RESIST ANT LAG SCREW' (CoMP. PANEL ROOF) <br />( FOR RISER PAN ROOF USE #!OXl 1/2' LG HEX HD> <br />CORROSION RESISTANT LAG SCREW' <br />W'/l 5/S' DIA FENDER W'ASHER <br />(3) PER PANEL&6' D.C. @SIDE W'ALL <br /> <br />3'x4' STRUCTAL DR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS <br />DR 3'x12'x.032' RISER PANS W'ITH INSULATION&.019'MIN PROTECTOR PANEL <br />PAN ALLOY 3105 H-28 24KSI YIELD MIN 28KSI TENSILE UL T <br />CLOSE INSULATION PANEL W'ITH ALUM. END CAP <br />SECURED W'ITH 3/8 X5/8 LG CORROSION <br />RESISTANT W'ASHER HEADED SCREW'S. <br />SCREW' PATTERN TO BE 12'O.C. @PERIMETERS <br />AND 24' IN FIELD <br /> <br /> <br />VALENCE CAP <br />#SxI/2' CORROSION RESISTENT <br />W'ASHER HEADED SCREW'S ~, <br /> <br /> <br />1/21 <br /> <br />LTHE BASIC DESIGN W'INDSPEED= 120 MPH , 3 SEC GUST <br />2 THE W'IND IMPORTANCE FACTOR IS 10 <br />3 THE W'IND EXPOSURE CATAGORY USED IS .B' <br />4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +18/-18 <br />5 DESIGN W'IND PRESSURE =+201 -23 PSF <br />6. ALL W'INDOWS AND DOORS TO BE RATED FOR 110 MPH WIND SPEED AND INSTALLED PER <br />MFGR'S SPECIFICATIONS <br />7. STAIRS AND RAILINGS TO CONFORM <br />TO STD BUILDING CODE <br />SECTION 1007 <br />8. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW' <br />NAILING PATTERN SPECIFIED PROVIDES 850l*/FT UPLIFT <br /> <br />DBL 2'X4' TOP PLATE <br /> <br /> <br />DBL 2.XIO' HEADER <br />W'/1/2' PL YW'OOD SPACER <br />OVER W'INDoW'S&DooR <br /> <br />W'INDoW'S PER SCHEDULE <br />1/2' CDX DR OSB <br />OVERLAP BOTTOM PLATE AND <br />PERIMIETER JOISTS NAIL <br />6' DC @EDGES&IN FIELD <br />SEE NAILING NOTE <br /> <br /> <br />f <br /> <br />I +23.5 PSF <br />-29.5 PSF <br />C-24 <br />37'x50 5/8 <br /> <br />LASHING <br />UNDER DRIP EDGE DR <br />INSTALLED 6' MIN UNDER <br />FIRST ROW' OF SHINGLES <br /> <br />VINYL SIDING <br />TO MATCH EXISTING <br />2.x4' STUD CONSTRUCTION <br /> <br />R-l1 INSULATION IN ALL 2X4 W'oOD W'ALLS <br /> <br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE <br />FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA <br />l*10x2' SMS DR LAG SCREWS@ 12' D.C. MAX <br />(2) ROWS STAGGERED <br /> <br />ENLARGED VIEW @ <br />FACIA ATTACHMENT DETAIL <br /> <br />STRUCTURAL PANELS NAILING NOTE: <br /> <br />NOTE: NAIL 6' DC. @ VERTICAL EDGES&12' IN FIELD <br />W'oOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS W'HEN APPLICABLE <br />(CONSTRUCTING ON A W'OoD DECK) <br />ROW'S OF 10d NAILS @ 3' De. SHALL BE 1/2' <br />MINIMUM FROM PANELING EDGE&. OF BOTH MEMBERS <br />OF DBL TOP PLATE&BoTToM PLATE. <br />USE TW'O STAGGERED ROW'S OF NAILS ON 3' O.C <br />@BOTTOM PLATE W'HEN BUILDING ON CONCRETE SLAB <br />I TO PERIMETER JOIST W'HEN <br /> <br />SINGLE PT 2'X4' PLATE <br />FASTEN TO PERIMETER JOIST <br />W' /(2 ST AGGGERED ROW'S) <br />16d NAILS 12' DC. <br />(SEE NOTE BELOW' IF CONSTRUCTING <br />ON CONCRETE> <br /> <br /> <br />ALUM TERMITE SHIELD @ EACH PIER <br /> <br />S'XS'XS' CoNC BLOCK PIER <br />4'XI6.XI6.CoNC PAD <br />OR EQUUIV. <br /> <br />AUGER ANCHOR @ B'oe MAX FASTENED TO <br />DBL 2XS GIRDER W'/FLAT SIMPSON CS-16 STRAP <br />OR EQUIV. ASTM#123-S9A MOBILE HOME STRAP <br /> <br />ALUM FLASHING <br />INSTALLED 6' MIN UNDER <br />FIRST ROW' OF SHINGLES <br /> <br />16' MAX COMPOSITE PANELS <br />13' MAX 'It! / 3'X12'x.032' PANS <br /> <br />HOST STRUCTURE <br /> <br />~ <br /> <br /> <br />~",--=",,--=,"'--=""~ -.,- <br /> <br />-..- <br />.-.- <br />-.---...-- <br /> <br />ROOF <br /> <br />12" APPRO~ <br /> <br />12 <br /> <br />f <br />I <br /> <br />w <br />C>: <br />2 <br />u <br />:;) <br />C>: <br />>- <br />'" <br /> <br />:'J l: ~ <br />-< ~.. < '" <br />... >:J' <br />c: 0: <br />t:- ct) 0 ',; <br />~ < U e:: <br />....Ou <br />...J ~. ;J <br />", r~ F~ <br />~Q <br />:-) ~... <br /> <br />l_" <br />.-<1 <br /> <br />>- <br />'" <br />Cl <br />J: <br /> <br />f <br />I <br /> <br />V,,' <br /> <br />~' <br /> <br />w <br />~ <br />:J <br />f- <br />U <br />:J <br />~ <br />f- <br />V) <br /> <br />~ ~:., <br />..:; U /' <br />.. V ., <br />:.IJ "'",.... <br />'..I- 0 c' , <br />;.) ~ r- <br />_. :J .... <br />9~:j Z ' <br />:$~~~ <br />......I ,;;> c; : ~ <br />...J c:2 0 ... <br /><t. r.. :J <br /> <br />. <br />co <br />I <br /> <br />o <br /> <br />+22.5 PSF <br />-245 PSF <br />36'x6'-8' PREHUNG <br /> <br />f- <br />V) <br />D <br />I <br /> <br />3/4 PT PLYWOOD <br /> <br /> <br /> <br />R-25 MIN INSULATION <br />UNDER FLOOR <br /> <br />NOTE STAIRS &RAILINGS TO <br />CONFORM TO F.Be. 2004 <br />SECTIONS R311 &R312 <br />RESPECTIVEL Y <br /> <br />ROOM ADDITION <br />TYPICAL SECTION <br /> <br />NOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS <br />WILL WITHSTAND THE PRESSURE RESULTING FROM A 120 MPH <br />WIND SPEED (3 SEe GUST) AS INDICATED ON PLAN. <br />WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S <br />SPECIFICATIONS <br /> <br />SEE TYPICAL DECK DETAIL <br />SHEET <br /> <br />I hereby certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd found <br />, I' 'th th Fl 'd Bid' C d 2004 d't' <br /> <br />DR ALTERNATIVELY N it to be in COf"",p,io.nce WI e orl a. UI, Ing 0 e, e I Ion. <br />BUILDING ON W'OOD DECK NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE <br /> CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK Wi )~t~ Do. vid 'vi. SMith,PL <br />NOTE W'HERE \JINDO\JS DR DOORS 6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN DESIGNED FOR 120 MPH WIND ZONE David W. Smith, P.E. <br />INTERRUPT THE W'OOD STRUCTURAL COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE PASCO COUNTY, FLORIDA MECHANICAL ENGINEER DEVELOPMENT CONSULTANT <br />SHEATHING AND \JITHIN 4 FT OF EACH REQUIRED IN SITUATIONS WITH SLOPING GRADE. D.W.SMITH.P.E. SHEET Of' <br />CORNER AND ATTACHMENTS TO EXISTING FASTEN BOTTOM PLATE TO SLAB Wi 1/2"X5" WEDGE ANCHORS :7 . \-0)'),"/ ~1 FUll/IDA PRIHSSIIJNAL [NGINEER lIC(N;E NUI1B(R ;3608 ROOM ADDITION 1 OF 1 <br />STRUCTURE USE SIMPSON SP2&.SPl @24" O.C. MAX@ EACH SIDE OF DOORS& WINDOWS&WITHIN Custom Home Plan Service WOOD FRAME <br />DR EQUIV APPLIED PER MFG'RS 6" OF CORNERS 9909 "ALLASTON DRIVE-DADE ClTy,rLORIDA 33525 D( S I GN/DRAIJN 1oA7T}05 PART NO. <br /> PlO(, J:iZ-52J.Q865 F~ J:iZ-521-Q867 ['HAll' ,..,.,yr27@Yt.net D.W.SMITH,PE. RA-01x16' <br />SPECIFICATIONS PASCO PERMIT SERVICE SCAL E CHE CKED ROOM ADDITION <br /> ENGINEER LICENCE M5360a SUZANNE BAHR 813-788-5314 AS NOTED WOOD FRAME <br />