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<br />ENGINEER'S NOTES:
<br />
<br />/
<br />/
<br />
<br />~J~
<br />
<br />J~~\-3
<br />
<br />SCREdS/PANEc.
<br />
<br />PT 2'x4' BASE PL.ATE~
<br />cASTEN TO \
<br />PT 2'x6' PERIMETER JOIS-
<br />\..11 (2) 16el @ 16' O~ \
<br />STAGGERED ~
<br />
<br />
<br />rALL C"X4' STUDS ,ASre-N:::D : C
<br />/ P'RIWTER ~rAM \.I;TH -
<br />/ S iN P S :,", N ~ V1 '" . l' 0 R ' Q L 1 V
<br />APPutD :::>E, MrCRS SPECS
<br />OR EQUIV
<br />r
<br />
<br />
<br />SIMPSON HDS OR EQUIV
<br />I~A!...L E:XTEC;:IOR JOIST TO GIRDER
<br />CDNN[CTIONS
<br />
<br />~../..
<br />THE D:::SiGN \>IIND SPEED 120 MPH "3 SEC GUST
<br />2 TH[\>I!ND IMPORT AN:E r ACTOR 1 '),77
<br />::; THe: 'diND e:XPOSURE ~ATAGORY USEiJ IS '13'
<br />4 THE INTERNAL PRESSURE COEFTICIENT=.,.1-018 ENCLCSED
<br />CATAGORY I BUILDING M[.NoR STORAGe: SH[D
<br />5 COMPDNENTS&~LADDING DESIGN PRESSURES ARE PER
<br />rBe TABLE 160963 DR R3012(2) rOR A MEAN Roor HEIGHT
<br />LESS THAN 30 tT
<br />Roor +12/-21 psr ZONE 13
<br />\JALLS +25/-27 PSF ZONE 43
<br />
<br />\
<br />\
<br />
<br />DETAIL F ;1
<br />~N rASTENING~
<br />
<br />--....
<br />
<br />AUCt:R ANCHORS
<br />STY!...E CREST~48364634
<br />BRANDON, rLORIDA
<br />DR EQUIVALENT
<br />UPUrT eAPACITY=4,700 US
<br />8' DC, MAX
<br />F'ASTEN TO JOISTS @8' DC
<br />MAX \J/ (2) 1/2' x3 1/2'
<br />_AG BOLTS PREDRIL!... BEAMS i
<br />,
<br />
<br />ALUM TERM]TE
<br />SHIELD CTYP)
<br />
<br />4'x8'xI6'
<br />SOLID CONC BLOCK
<br />OR EQUIV
<br />
<br />\>1=12' MAX
<br />xLENGTH TO 24'MAX
<br />
<br />TYPICAL WOOD DECK ALTERNATIVE
<br />FOUNDATION
<br />
<br />1/2' PL Y'dOOD SHEATHING
<br />rASTEN PER STRUCTURAL PANEL NOTE
<br />
<br />
<br />DBL 24 TOP PLATE
<br />\.II CORNERS !...APPED
<br />
<br />TYP \./INDO\.l MAY BE
<br />(LOCATED AT ANY SIDE
<br />
<br />
<br />
<br />2x4 STUD CDNSTRUCTIONi!!16'OC
<br />USE SPl HURRICANE CLIPS AT
<br />BOTTOM PLATE & SP2 AT DBL
<br />PLATE TO STuD CONNECTIONS
<br />@ LOCATIONS SPECIFIED IN
<br />STRUCTURAL PANEL FASTENiNG NOTE
<br />
<br />
<br />"
<br />, .
<br />
<br />. ' ,
<br />
<br />
<br />rDBL
<br />I
<br />SCREV I
<br />
<br />2XIO \.111/2' OSB
<br />
<br />'-SP2
<br />TYP
<br />
<br />
<br />IlIO X I 1/2' HEX,",D CORROSION RESISTANT METAL
<br />&'JASHER&SEAL INTO DBL 2x4 TOP PLATE
<br />APPROX 6' DC MAX (TYPICAL BOTH SIDES)
<br />
<br />#10 X 3' HEX HD CORROSION RESISTANT METAL SCREw
<br />&wASHER&SEAL INTO DBL 2x4 TOP PLATE
<br />APPRO X 2 1/2' O,C, :vlAX, (] SCREw'S /PANEL BOTH
<br />AS SHOwN ABOVE @ DETAIL F
<br />
<br />. , ,
<br />
<br />DBL 2XIO \.111/2' OSB
<br />
<br />I'
<br />
<br />2x HEADER
<br />
<br />SIMPSON MST
<br />DR EQUIVAT
<br />LOCA TION
<br />
<br />
<br />I
<br />0'
<br />
<br />SH 3030
<br />+20 PSF
<br />-22 PSF
<br />
<br />o
<br />
<br />+18 PSF'
<br />-20PSF'
<br />
<br />o 0
<br />I
<br />SIMPSON SPH4 mR EQUIV-
<br />
<br />STRUCTURAL PANELS
<br />NOTE 1/2' CDX OR OSB STRUCTuR4l PANELS SHALL
<br />OVERLAP THE TOP KEMBER or THE
<br />DOUBLE ~OP PLATE 4ND ~HE PT, BOTTOM PLATE
<br />
<br />RO'.lS or 10d NAILS 23' DC, SHALL BE 1/2'
<br />"LNWBU~ toR81\fD~BdbM B~~~T~EMBERS or TOP ?LATE
<br />~ANELS SHAll HAVE NAilS AT SPEC1"IEJ S?ACiNG or 6' DC
<br />~ V[i<TICAL EDGES AND 12' MAX IN "IELD
<br />
<br />,NO~E '.HERE '.IINDO'.lS JR DOORS iNTERRUPT ~",E
<br />'.000 STRUCTURAL SHEATHING AND '.ITHiN .' JF
<br />E4CH C:RNER AND ATTACHMENTS TO EXISTING STRUC~GRE
<br />USE SIMPSON S?2~SPI OR EOUIV ~ TOP~30TTO"l ?lATE/STUD
<br />CJNNE:.1JNS AP:>,-:E:D ~~R MrC'RS SPE:lrl:ATIONS
<br />
<br />NOTE NO rOOTER REQ'D ExCEPT \';HEN ADDRESSING EPROSION
<br />4' ~500 PSI NOMINAL SLAB \0110 FOOTER MAY
<br />BE USED ON LEvEL GROUND UP TO SI_OPES OF 1'/12'
<br />
<br />PT 2'X4' BOTTON PLATE
<br />SECURE TO SLAB wi
<br />1/2' EXPANSION 30L T
<br />3' IMBEWENT h 2 1/2' NIN
<br />2<1' DC APPRuX,\>I!THIN
<br />l' or CORNEf?S&EACH SIDE OF'
<br />DLJORS&'vilNDO',; OPENINGS
<br />
<br />EDGe: DISTANCE
<br />
<br />\ "
<br />\ 0
<br />
<br />\\LENGTH TO SUIT
<br />
<br />~72'X78' PREHUNG
<br />DOOR
<br />,NOTE INSTALLATION Dr DOOR TO 3E
<br />PER MANurACTURERS SPEClrICATIONS DBL
<br />TO COMPLY \.lITH 110 MPH \JIND SPEED
<br />REQUIREMENTS
<br />CAULK AND SEAL DOOR BErORE rASTENING
<br />
<br />
<br />o i
<br />
<br />EXTERIOR FINISH
<br />EXTERIOR FINISHED PER OwNERS SPECIFICATIONS
<br />SIDING DR STUCCO AS SPECIFIED BY OwNER
<br />16' MAX
<br />
<br />o
<br />
<br />!
<br />I'
<br />~ 0
<br />
<br />
<br />
<br />
<br />I io
<br />
<br />
<br />
<br />j
<br />I
<br />
<br />.'11.\';=12',,12' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />NE',; SLABS TO HAVE EITHER 6.,,6.-~10/10\.;wM
<br />OR rIBERMESH
<br />
<br />TYPICAL SIDE ELEVATION
<br />
<br />Do.vlci,J SMi:h,::::> E
<br />
<br />
<br />lllf,V/~
<br />
<br />D . VV . S 2\11 I T H . P . E. PAN ROOF '';/ STUD,;AlL CoNST I S~(E~ or
<br />FLORIDA PROFESSIONAL E'iGINEER LICENSE NUMBER 53608, . ~VOOD F~AME SHED :. n~ .
<br />Custom Home Plan Service 116 W X LENGTH TO SUITI ' oJr
<br />9909.ALLASToN DRIVE-JADE CITY,,~LoRIDA 335251 SCALE : DATE I >ART NO
<br />PHONfJ52-521-C665 fAXJ52-52,-G867 ,-MAIL o.sfl eNrthlir.kr.et! AS ,",OTED '2/~2 05 'SHED 01-16
<br />PASCO PERMIT SERVICE I DU :GN/DRA','N C~(CKED I'
<br />SUZANNE BAHR313-788-S3\4 1,0 \V,SMITH,P E'I I 120
<br />
<br />NOTE
<br />-HE rDUNDATIO'l S.HO'';N ;S BASED ON
<br />A r-IINIMU"I SOIL 3EARING PRESS'JRE
<br />Dr 'OOOPSF'
<br />
<br />: 'le....eby cer'''cif'y "cr':o. t I ""o.ve De"''::-or'Med o.r'() r'ev,ewed ths :]10.(' and '::-Ol-<nd
<br />it to ce In C::)Mpl,io.ncewI'"Ch sec':lon :609 of' the "Ior':)o. Bulo,ng '::ode, 2004 edition
<br />:)rd '-'IS::::E 7-02 & section R301 of' :-BCR 2004
<br />
<br />, E'IGI'IEER '_!:::':CE -S3S08
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