Laserfiche WebLink
<br />ENGINEER'S NOTES: <br /> <br />3"x4' STRUCTAL DR EQUIV INSULATED ALUMINUM COMPOSITE ROOF PANELS <br />DR 3'x!2'x032' RISER PANS \.lITH INSULA TION&.Ol':nlIN ~ROTECTOR PANEL <br />PAN ALLO" 3105 H-28 24KSI YIELD MIN 28KSI TENSILE UL T. <br />CLOSE INSULATION PANEL \.lITH ALUM END CAP <br />SECURED \.11TH 3/8 X5/8 LG CORROSION <br />RESISTANT \.lASHER HEADED SCRE\.IS <br />SCRE\.I PATTERN TO BE 12'OC @PERIMETERS <br />AND 24' IN FIELD 7 <br />16' MAX COMPOSITE PANELS <br />I 13' MAX \./ / 3'X12"x.032" PANS <br /> <br /> <br />I NOTE STAIRS &RAILlNGS TO <br />CONF"DRM TO FB.C 2004 <br />SECTIONS R311 &R312 <br />\ RESPECTIVEL Y , <br /> <br />~"E ""'<C DE" ll.RVIEW DArE: J//i3/"" <br />SHEET ClTY OF ZEPHY L~ Y2 . <br />BUILDING OFFICIAL)7/rJ 17v~6~t <br /> <br />I hereby certify thO. t I ho. ve oerforMed o.r,d reviewed this Dlo.n and fount <br />it to be in cOMpliance with the Florido. BUilding Cede R30L 2004 edition <br />2xASCE ]-05 <br /> <br />1/4" X4 1/2' LG <br />CORROSION RESISTANT LAG SCRE"'; (COMP PANEL ROOF) <br />( FOR RISER PAN ROOF USE #IOXl 1/2' LG HEX Hm <br />CORROSION RESISTANT LAG SCRE\.I <br />\,.1 /1 5/8' DIA FENDER ',.lASHER <br />(3) PER PANEL8.b' DC @SIDE <br /> <br />J <br /> <br />LTHE ?,p.SIC DESIGN \J!NDSPEED= 120 NPH , 3 SEe GUST <br /> <br />2 THE \./IND IMPORTANCE FACTOR IS 10 <br />3 THE: \.JlND EXPOSURE CATAGoRY USED IS 'B' <br />4 THE INTERNAL PRESSURE COEFFICIENT iCoR ENCLOSED BUILDINGS IS "'18/-18 <br />5 DESIGN \.IIND PRESSURE =+20/ -23 PSF <br />6 ALL \./INDo\JS AND DOORS TO BE RATED FOR 120 MPH \JIND SPEED AND INSTALLED PER <br />MFGR'S SPECIFICATIONS <br />7. SEE NAILING SPECIFICATION NOTE FOR \.1000 PANELS BELO'v,! <br />NAILING PATTERN SPECIFIED PROVIDES 850#lFT UPLIFT <br /> <br />\.IALLS <br />I <br />I <br />\ <br />i <br />\ I <br />\ , <br />I I <br />\ I <br />\1 <br />II <br />il <br /> <br />1/21 <br /> <br /> <br />12 <br /> <br />VAI_ENCE CAP <br />#8x1/2' CORROS10N RESISTENT <br />\.lASHER HEADED SCRE'v,!S ~ <br /> <br />+ I <br /> <br />I <br /> <br />DBL 2'X4' TOP PLATE <br /> <br /> <br />f <br />I <br /> <br />~8 X !/2" CORROSlON RESISTANT <br />ALL PURPOSE SCREV <br /> <br /> <br />EXISTING <br />ROOF <br />111 t126 APPROX ~:..;:::::::::. <br />....-:....-' ~ <br />-".- <br />_.:-" <br />..-:::::;::::.::..-- <br /> <br />DBL 2'XIO' HEADE:R <br />\.I /j/2' PL Y\.IOOD SPACE:R <br />OVER \.IINDO\.lS&DOOR <br /> <br />\.IINDO\.lS PER SCHEDULE <br />1/2' CDX OR OSB <br />OVERLAP BOTTOM PLATE AND <br />PE:RIMIETER JOISTS NAIL <br />6' O,C. @EDGES&lN FIELD <br />SEE NAlLlNG NOTE' <br /> <br />z <br />~ <br />L <br /> <br />f <br /> <br />I +235 PSF <br />-295 PSF <br />C-24 <br />376><50 5/8 <br /> <br />2'x4' STUD CONSTRUCTION <br /> <br /> <br />R-25 MIN INSULATION <br />UNDER FLOOR <br /> <br />. <br />co <br />I <br /> <br />3'x12'x03 <br />COMPOSITE ALUMINUM PANEL <br />DR RISER PAN \.I/INSI\.PROTECT <br /> <br />LASHING <br />UNDER DRIP EDGE OR <br />INSTALLED 6' MIN UNDER <br />FIRST RO\.l OF SHINGLES <br /> <br /> <br />, <br /> <br /> <br />r <br /> <br />I <br /> <br />V1NYL SID1NG <br />TO MATCH EXISTING <br /> <br />R-11 INSULATION IN ALL 2X4 \.IOOD '"jALLS <br /> <br />SlNGLE PT 2'X46 PLATE <br />FASTEN TO PERIMETER JOIST <br />l"j /(2 ST AGGGERED RO\.lS) <br />16d NAILS 12' DC. <br />(SEE NOTE BELO~ IF CONSTRUCTING <br />ON CONCRETE) <br /> <br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE <br />FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA <br />1l10x2' SMS DR LAG SCRE\JS@ 12' DC. MAX <br />(2) Ro\JS STAGGERED <br /> <br />ENLARGED VIEW @ <br /> <br />FACIA ATTACHMENT DETAIL <br /> <br />STRUCTURAL PANELS NAILING NOTE: <br />NOTE NA1L 6' D.C. @ VERTICAL EDGES&12' IN FIELD <br />WOOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PER1METER JOISTS \.IHEN APPLICABLE <br />(CONSTRUCTING ON A \.1000 DECK) <br />RO\.lS OF 10d NAILS @ 3' D.C. SHALL BE 1/2' <br />MINIMUM rROM PANELING EDGE& OF BOTH MEMBERS <br />OF DBL TOP PLATE&BDTTOM PLATE <br />USE T\.IO STAGGERED RO\.lS OF NAILS ON 3' O.C <br />@BOTTOM PLATE \.IHEN BUILDING ON CONCRETE SLAB <br />OR AL TERNATIVEL Y INTO PERIMETER UOIST \./HEN <br />BUILDING ON '../OOD DEC:< <br /> <br />ALUM TERMlTE SHIELD @ EACH P1ER <br /> <br />-..----- <br /> <br />--..-"--- <br /> <br />8'XS'X8' CONC BLOCK PIER <br />4'X16'X16'CONC PAD <br />OR EQUUIV <br /> <br />AUGER ANCHOR @ 8'O.C. MAX FASTENED TO <br />DBL 2X8 GIRDER Iv,!/FLAT SIMPSON CS-I6 STRAP <br />OR EQU1V ASTM#123-SgA MOBILE HOME STRAP <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 SEC GUST) AS INDICATED ON PLAN. <br />WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S <br />SPECIFICATIONS <br /> <br />NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE <br />CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK W/ <br />6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN <br />COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE <br />REQUIRED IN SITUATIONS WITH SLOPING GRADE, <br />FASTEN BOTTOM PLATE TO SLAB WI 1/2"X5" WEDGE ANCHORS <br />. @24" O.C. MAX@ EACH SIDE OF DOORS&: WINDOWS&WITHlN <br />6" OF CORNERS <br /> <br /> <br />AL.UM FLASHING <br />INSTALL[] 6' MIN UNDER <br />FIRST RO\.l OF SHINGLES I <br />I <br /> <br />12" APPRO:+ ~ <br /> <br />HOST STRUCTURE <br /> <br />~ <br /> <br /> <br />~. ..-..,""'..,""'.... ""","'" '...-,.- <br />--0'- <br /> <br />ROOF <br /> <br /> <br /> <br />~ <br />L~~ <br /> <br />H <br />0 <br />S <br />T <br />S <br />T <br />R <br />U H <br />C <br />T 0 <br />U <br />R S <br />E T <br /> S <br /> T <br /> (/) R <br /> w U <br /> ~ <br /> C1::: C <br /> <[ T <br /> > U <br /> R <br /> E <br /> 3/4 PT PL Y\.IODD <br /> <br />+225 PSF <br />-245 psr <br />36'x6'-8' PR[HUNG <br /> <br />STAIRS <br /> <br /> <br />~r-- <br />~b\~ <br />4 II /"t.,t)5 <br /> <br /> <br />I ENGINEER ClCENCE '53608 I <br /> <br />Do. Vld ~ SMith,PL <br />/1 DESiGNED FOR 120 I>1PH \./IND ZONE David W. Smith. P.E. <br />.\\ ! PASCO COUNTY, F''-.ORIDA MECHANICAL ENGINEER DEVELOPMENT CONSUL1ANT <br />D . ~v .. S l\tI I T H , P .. E .. II' SHEET or <br />FlORIDA PRIJrtSSIOIW. [NtI'l:ER LICENSE N\.t<!l(R 53608 ROOM ADDITION , OC- , <br />Custom Home Plan Service WOOD FRAME > r , <br />9909 'AlLASTON DRIVE-DADE CITY,rLDRIDA 33525 DEl I oN/ORA'" DATE I PART N3. <br />?IQ(')""5<H)965 ["')52-5<1'0867 [-'-'\1[, "",,../7'9\"0\ D.W.SMITH.P[. 11/27/05 RA-Ol x 16' <br />PASCO PERMIT SERVICE SCALE CHECKED ROOM ADDITiC <br />SUZANNiC 3AHR 813-788-5314 AS 'JOTED ! WOOD F'RAM <br /> <br />NOTE \.IHERE 'w'INDO\.lS OR DOORS <br />INTERRUPT THE \.IOOD STRUCTURAL <br />SHEATHING AND \.IITHIN 4 rT OF EACH <br />CORNER AND ATTACHMENTS TQ EXISTING <br />STRUCTURE USE SlMPSON SP2&SPI <br />OR EQUIV APP!..IED PER MFG'RS <br />SPECIFICATIONS <br />