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<br />ENGINEER'S NOTES: <br /> <br />J <br /> <br />#lOXI II:?' I~G HEX HD <br />CCRROSION RESISTANT ~AG SCRE~ <br />1,.1 11 5/8' DIA F"[0jDER '.lASHER <br />(3) PER PA0JE~8.6' DC. @SIDE <br /> <br />PANt:L <br /> <br />~ THE DESIGN \JIND SPt:ED= 120 MPH ,3 SEe CUST <br />2 THE 'JIN::J IMPOKTANCE FACTOR IS 1.0 <br />3 THE\oIIND EXPOSURE CAiAGORY USED IS 'B' <br />4. THE INTERNAL PRESSURE COUTiCIENT FOR ENCLOSED 3UILDINGS IS +.18/-.18 <br />5.C&C DESIGN PRESSURES ARE PER FBCR TABLE R3012(2) <br /> <br />DBL 2'X4' TOP PLATE <br /> <br /> <br />\J ALd, <br />\ <br />\, <br /> <br />i ! <br />\ I <br />\, <br /> <br />',I <br />\1 <br />\! <br />II <br />~ <br /> <br />14' ~IAX <br /> <br />6 ALL \JINDO\JS AND DOORS TO BE KATED FOR 120 MPH \oIIND SPEED AND INSTALLED P[R <br />,'1FGR'S SPECIFICATIONS. <br /> <br />7 SEE NAILING SPECIFICATION NOTE FOR 'JOOD PANELS BELC'J <br />NAIUNG PATTERN SPECIFIED PROVIDES 850!llFT UPLIFT <br /> <br />" , <br /> <br /> <br />CDNSTRUCTION <br />O.C <br /> <br />BUILDING SHALL COMPLY WITH <br />ALL APPLICABLE BUILDING, <br />ELECTRlCAL, PLUMBING AND <br />MECHANICAL CODES. <br /> <br />VALENCE CAP <br />#8xI/2' CORROSION RESISTENT <br />wASHER HEADED SCREwS ~ <br /> <br />1/21 <br /> <br />12 <br /> <br />~8 x 1/2' CORROSION RESISTANT <br />All PURPOSE SCREV <br /> <br />DBL 2'X10' HEADER <br />will:?' PL YwOOD SPACER <br />OVER wINDOwS&DCOR <br /> <br />I <br /> <br />11 <br /> <br />f <br />I <br /> <br />I~ ' <br /> <br />r <br /> <br />, <br /> <br />1/2' PL Y\JoDD DR DSB <br />ioVERLAP BDTTDM PLATE <br />AND PERIMETER UDISTS <br />NAIL 6' OC@ EJGES <br />8.12' IN FIELD <br />SEE NAILING NOTE <br /> <br />3'xI2'x.03 <br />COMPOSITE ALUMINUM PANEL <br />DR RISER PAN \J/INS8.PRoTECT <br /> <br /> <br />-..-- <br /> <br />wINDOwS PER SCHEDULE <br />1/2' PLYwOOD OR OSB <br />OVERLAP BOTTOM PLATE AND <br />PERIMIETER JOISTS NAIL <br />6' DC. @EDGES8.IN FIELD <br />SEE NAILING NOTE <br /> <br />f <br />I <br /> <br />x <br /><r <br />:L <br />ru <br /> <br />L <br /> <br />ATTACH ONLY \JITH <br />ALUM FLASHING <br />INSTALLED 6' MIN UNDER <br />FIRST RO\J OF SHINGLES <br /> <br />VINYL SIDING <br />TO MATCH EXISTING <br />2'x4' STUD CONSTRUCTION <br /> <br /> <br />x <br /><r <br />:L <br /> <br />f <br /> <br />I +20 PSF <br />-23 PSF <br />C-24 <br />37'xSO 5/8 <br /> <br />I <br />,I <br />co <br />I <br /> <br />.,. <br /> <br />-..- <br /> <br />R-1I INSULATION IN ALL 2X4 wOOD wALLS <br /> <br />- <br /> <br /> <br />r <br />I <br /> <br />o <br /> <br />+19 PSF <br />-21 PSF <br />36'x6'-8' PRE HUNG <br /> <br />2X4 4TH wALL CONSTR CTION <br />MAY ALSO BE 2x6 SM3 IJ I3x3 AL COLUMNS@ 10' DC <br />uSE 2x3 AL KNEE BRACES @ END 3x3 PDSTS TD 5MB MIN FACIA <br /> <br /> <br /> <br /> <br />Z <br />:L I II <br />-j4,"S ,tA]" <br />I <br />.. -.. .2~~!!.. _.._ <br /> <br />H <br /> <br />'iZ..'- ~ <br />~ <br /> <br />(---------------- ----------------- <br /> <br />o ~/ 4' THICK 2500 PSI MIN CONCRETE SLABJ <br />OVER 6'x6'-~10/10 IJ'JM OVER 6 MIL <br />POL YFILM 1,1/ EDGES LAPED 6'1. TAPEi' <br />OVER CLEAN COMPACTED TERMITE <br />TREATED SOIL <br /> <br /> <br /> <br />..-.--"- <br /> <br />.--..----- <br /> <br />__0.----0. <br /> <br />STRUCTURAL PANELS NAILING NOTE: <br />NDTE NAIL 6' DC. @ VERTICAL EDGES8.12' IN FIELD <br />\JoDD STRuCTuRAL PANELS SHALL <br />OVERLAP THE TDP MEMBER OF THE <br />DDuBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS \JHEN APPL:CABLE <br />CCONSTRuC,!NG ON A '~DDD DECK) <br />RD\JS DF :Od NAILS @ 3 ' DC SHALL BE 1/2' <br />MINIMUM FROM PANELING EDGE8. OF BDTH MEMBERS <br />OF DBL TOP PLATE8.BD,TDM PLATE <br />uSE T\.iD STAGGERED RD\JS OF NAILS ON 3' D.C <br />@BDTTOM PLATE \JHEN BUILDING ON CONCRETE SLAB <br />DR AL TERNATIVEL v [NTD PERIMETER JOIST '~HEN <br />BUILDING ON \JDDD DECK <br /> <br />REVIEW DATE: <br />CITY OFZEPHY lL <br />BUILDING OFFICIAL <br /> <br /> <br />SINGLE PT 2'x4' BDTTOM PLATE <br />. FASTEN TD CONCRETE SLAB 1,11 <br /><C> ~ 1/2'x5' SLEEVE ANCHOR DR EQuIV <br />3' IMBEDMEN, @24' DC. MAX <br />8. @ EACH SIDE OF DDDR& <br />)( h IJIN.DO\J DPENINGS&\J]TH!N <br />~ , $ 6' LJF CORNERS <br /> <br /> <br />VIEW @ 4TH WALL <br /> <br />DBL 2X8 GIRDER '.I/F_AT SIMPSON CS-16 STRAP <br />DR EQUI\!. ASTM~I23-89A MOBILE HOME STRAP <br /> <br />TYPICAL SECTION <br />FREE STANDING <br />ROOM ADDITION /DOCKING <br />FOR ~fOTOR HO\1E <br /> <br />STATION <br /> <br />NOTE NO FOOTER REO'D EXCEPT \JHEN ADDRESSING ERKOSION <br />4' 2500 PSI NOMINAL SLAB \J/O FOOTER MAY <br />BE USED ON LEVEL GRDUND UP TO SLOPES OF 1'/12' <br />H&'w'=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' <br />IJlmllS CDNTINUOUS <br />H8.\J=12'xI6' FOR GRADE SLDPES GREATER THAN 2'/12' <br />'.11(2) 115 CONTINUDUS <br />NE'J SLABS TO HAVE EITHER 6'x6'-1l10/10\J.w'M <br />OR F!3ERMESH <br /> <br />~OTE: 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 />-c to be In <br />end section <br /> <br />certify thct = ho.ve perforr:ed o.nd reviewed this plo.n <br />cJr:olio.nce w!-:h ASC[ 7-05 o.no R301&R4C1 of r:-BCR 2004 <br />160. 9 &~'80l. of. rBCB 2004. <br /> <br />ff Do. \lId \.J. Sr'!thPE <br />r- CUST[jMER <br />Al \ I <br />P. \)). C.. D,W.SMITH.P,E.d:t53608 <br />. I Q" reORIDA PROfeSSIONAl. [NeiI,,(R liC(Nsf <uMB(R 53606 <br />~y Custom Home Plan Service <br />\' 9909 ,^llASTON DRIV(-DAD( crn.rCORIDA J3S2S <br />F"<1,}{: J52-521-0865 ru 35(-521-03t.7 [-!'./Ill: ZE'pf\yr27~gtt, "ott <br />! PASCO PERMIT SERVICE <br />I [NGIN(ER LIcENCE '53608 SUZANN, 3AHR 813-788-5314 <br /> <br />, (' <br />c.r.o r AU no <br /> <br />NOTE \.lHERE '~INDC\JS DR GODRS <br />INTERRuPT THE~DoD STRuCTURAL <br />SHEATHING AND '.I!THIN 4' OF EACH <br />CORNE~ AND ATTAChMENTS TO EXIS7!NG <br />STRUCTURE USE SIMPSON SP~&SPI <br />:::~ ::OUIV APPLIED PER M=-;:'RS <br />SPECIFICA TIONS <br /> <br />NOTE: SHOWN BULT ON WOOD DECK. MAY ALSO BE <br />CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK <br />6x6/10-10 WWM OR POLY F1L OVER 6 ~IL 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 />FREE STANDING <br />ROOM ADDITION <br />DOCK1NG STATION <br />I D(S!GN/DRAW'N I ,:iATC <br />: D.W.SMITH,P.E.! 01/27.05 <br />i SCALE I :H(:KED <br />I AS NOTES, <br />, , <br /> <br />SH(ET or <br /> <br />DF 1 <br /> <br />PART NO. <br />RADT-03 <br />! ROOM ADD!TI! <br />vvOOD FRAM <br />